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HomeMy WebLinkAbout01-21 One Logistics Park Winchester Revised Traffic Impact Study - BackfileCOUNTY of hRCDFRICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 NOTIFICATION OF PUBLIC HEARING March 3, 2021 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNER(S) RE: REZONING APPLICATION #01-21 FOR ONE LOGISTICS PARK WINCI-IESTER On behalf of the Frederick County Planning Commission, you are hereby notified of a public hearing being licld on Wednesday, March 17, 2021, at 7:00 pin in the Board Room of the Frederick County Administration Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Rezoning #01-21 for One Logistics Park Winchester, submitted by Gordon, to rezone 277.16+/- acres from the R4 (Residential Planned Community) District to the 132 (General Business) and MI (Light Industrial) Districts Nvith proffers. The properties are located approximately one mile east of 1-81 on the south side of Millwood Pike (Route 50), east of Prince Frederick Drive (Route 781) and Coverstone Drive (Route l 538) and west of Arbor Court and Pendleton Drive in the Shawnee Magisterial District and are identified by Property Identification Numbers 64-A-83 64-A-83A, 64-A-84, 64-A-86 and 64-A 87. Citizens wishing to make public coninient on a public hearing item are strongly encouraged to do so in writing rather than in person at the meeting. Comments on the above may be submitted to the commission via: Electronic commenting on the County website at www.fcva.us/PCMcctings (Click on eConunent for the March 17, 2021, meeting). Email to County staff at kvacchio(a,,(cva.us or sconner(,fcva.us Mail to Planning Department -March 17, Public Hearing Comments, 107 N. Kent St., Winchester, VA 22601. Include your name, address and magisterial district. In person by calling (540) 665-5651 to arrange to drop off your comments. General inquiries concerning the above item(s) may be addressed to the Department of Plaiming and Development between the hours of 8:00 a.m. and 5:00 p.m. Monday through Friday, 107 North Kent Street, Winchester VA 22601, (540) 665-5651. Any subject files(s), including the full text of any ordinance or of any other item(s) to be adopted are available at the Office of Planning and Development or at: www.fcva.us/PCMcetings. Sincerely, Candice E. Perkins, AICP, CZA Assistant Director CEP/pd John A. Bishop, Al Assistant Director -Transportation 107 North Kent Street, Suite 202 ® Winchester, Virginia 22601-5000 COUNTY of FItEIDt"IZICK I)chartmrnt ail, I'lanning & I)eveluhment 107 Furth Kent SUrct, Suite 202 Winchester, Vii-Lima 22601 SECEIVED MAY i g 2021 il`\�-OV�,f!ll�t nn2200 ii S 84 • A• • 83•A GOVERNOR'S HILL LLC 8401 GREENSBORO DR STE 450 MCLEAN VA 22102.5113 03/03/ '021 i ZII Ji'u�) U I I V i I U' i U U I J FREDERICK COUNTY PLANNING AND DEVELOPMENT a;:s u r i� r! L! 3 E t' r i., - NSR ?�i;3:LSID0099 0817-0130'- 12-- I'I'I'11�11'III'I"'II""''II'llllN!!';1-11111111111'I11l I; Revised Traffic Impact Study 'W« Submitted for: Wickshire Industrial, LLC 2318 Riviera Drive Vienna, Virginia 22181 1)W'(7LA-� i%�. i EN E 1)� r Lie. No. 21,150 ' 12/15/2020 Douglas R. Kennedy, PE VA 021450 WICKG20001 Revised December 2020 Submitted by: Pennoni 13880 Dulles Corner Lane, Suite 100 Herndon, Virginia 20171 Pennom �,���� � .I 1""tee � .t T �.. G Revised Traffic Impact Study One Logistics Park Winchester SUMMARY Overview The One Logistics Park Winchester project will be "��� -•�.. served by a transportation network designed and constructed to accommodate automobile �`• and truck traffic safely and efficiently. The roadway .� network incorporates the general route location to extend Coverstone Drive as =. a collector road from Millwood Pike to the existing road adjacent to the Sheriffs east of Prince Frederick Drive. The external road system ER serving the site is comprised AERIAL OVERVIEW ONE loc STKS VARt WINO HF S'm .Gcwd of Millwood Pike (Route 50/17 East), Prince Frederick Drive (Route 781), Coverstone Drive, and Pendleton AERIAL OVERVIEW Drive. Millwood Pike is a four -lane minor arterial roadway, Coverstone Drive is proposed as SOURCE: GORDON a two-lane major collector and Prince Frederick Drive is a local street. Pendleton Drive is a two-lane local roadway connecting to the east which provides alternative access to Arbor Court and Victory Road (Va. Rte. 728). To assess the roadway conditions and capacity of the existing and proposed public street roadway network, the traffic impact study (TIS) was prepared following VDOT guidelines. The technical analysis reviews future traffic conditions with and without the site to determine roadway operations and possible infrastructure requirements. The improvements are identified for future improvements and regional roadway enhancements. Final improvement commitments are subject to agency review and coordinating, noting that the site impacts are measured per VDOT guidelines by proposed activities versus the no -build scenario, and not to the existing zoning for the subject site. The proposed industrial orientation of the site with the subject rezoning will reduce site traffic on Millwood Proposed rezoning reduces site Pike. This reduction in trips and the proposed commitment with the updated proffers to provide the ultimate R-O-W and development traffic from approved construct Coverstone Drive from US Route 50/17 (Millwood Governors Hill rezoning from 46,o85 Pike) to the existing segment of Coverstone Drive east of Prince VPD weekday to 17,6o6 VPD with Frederick Derive (Va. Route 781) and build 2 lanes with turns is shown to support subject site activities. The traffic study is industrial uses, or a reduction of over revise based on agency comments from the September 2020 6oq submission Provides initial construction of Previous Zoning Coverstone Drive to support site traffic The Applicant, Wickshire Industrial, LLC, is providing a rezoning plan with proposed land use activities that significantly reduce as two-lane collector road. peak hour and Daily traffic in relation to the currently approved land use plan for the former Governors Hill site (RZ10-08 and amended through October 2014 as #03-14). Based on the submitted land use plan, the site densities are reduced ibMortli' 1 Revised Traffic Impact Study One Logistics Park Winchester redel ick (".aunty, VA to an overall 0.25 FAR and the residential component for the site is removed from the plan, consistent with the County Comprehensive Plan for the immediate vicinity adjacent to the Airport. Proposed Land Use Activities Based on the submitted land use plan, the site densities are reduced to an overall 0.25 FAR and the residential component for the site is removed from the plan, consistent with the County Comprehensive Plan for the immediate vicinity adjacent to the Airport. The proposed land use and a comparison of the previous zoning density are included in Tables E1 and E2. TABLE El: PROPOSED SITE DENSITIES FOR ONE LOGISTICS PARK WINCHESTER Land Use/Location (1) Densities General Industrial West of 1,368,000 gsf Coverstone Drive Ancillary Commercial southeast of US 50/17 Coverstone Drive 27,000 gsf General Industrial East of Coverstone Drive 96,600 gsf General Industrial North of Pendleton Drive 1,273,000 gsf Flex Ind ustrial(office/warehouse) South of Pendleton Drive 231,000 gsf Total One Logistics Park Winchester 2,995,600 gsf (1) See Gordon Associates Concept Development Plan. Densities in Scoping form as Table 1 TABLE E2: APPROVED SITE DENSITIES FOR GOVERNORS HILL Land Use/Location (1) Densities Office Uses West of Coverstone 385,000 gsf Drive Commercial (Shopping Center) Uses 900,000 gsf West of Coverstone Drive Residential (Apartments) East of Coverstone Drive 128 DU Res. Residential (Townhouse/Condo) East of Coverstone Drive 422 DU Res. (1) PHR+A, A Traffic ImpoctAnolysis of Governors Hill Development, August 14, 2008. See original zoning plan for location 2 Rennoni) Revised Traffic Impact Study One Logistics Park Winchester f <oderick < ou nty, VA Site Trip Generation A summary of the trip generation with the subject application is shown by land use in Table E3, with the site trips updated to reflect the emphasis on general industrial uses as allowed under the proposed B1 zoning. In addition to employment uses proposed on the 277 acres, the site does include a commercial component with one land bay at the southeast quadrant of the future Millwood Pike/Coverstone Drive connection is designated for ancillary commercial uses with a 24-fuel pump super convenience gas station. TABLE E3: PROPOSED SITE TRIP GENERATION Density Use(s) AM Peak Hour In Out Total PM Peak Hour In Out Total Daily 2,737,600 sf General Light 719 98 817 83 546 629 10,778 Industrial Flex/Office/ 112 20 132 24 113 137 1,296 231,000 sf Warehouse Uses 24,000 sf 24 fueling Super Convenience 337 337 674 276 275 551 5,532 Market/Gas Station positions) One Logistics Park Winchester Total (1) 1168 455 1,623 383 934 1,317 17,606 (1) See Table 3 in scoping. No discounts for pass -by Trips. Ranges of alternative densities outlined in scoping as Tables 2B and 2C. 11eavy vehicle t_ornponellis Since these commercial uses include a pass -by elements -- not all trips are new traffic to the roadway -- and the employment activities have a heavy vehicle component, the future traffic forecasts account for the truck impacts. A summary of the heavy vehicle trips and pass -by trip as proposed are included in Table E4 for land Bay 3 and in Table E5 for the remainder of the employment uses in Land Bays 1 and 2 and Land Bays 4 through 8. TABLE E4: PROPOSED SITE TRIP GENERATION WITH PASS -BY AND HV TRIPS FOR ANCILLARY COMMERCIAL AM Peak Hour Trips PM Peak Hour Trips Weekday Daily Trips Total Proposed Trips''' 1,623 1,317 17.606 Land Bay 3 Gas Trips 674 551 5,532 Pass -by Trips -418 -308 -3,043 Internal Trips -0 -0 -0 Ext. Trips Land Bay 3 256 243 2,489 Ext. Heavy Vehicle Trips 26 24 348 External Passenger. Trips 230 218 2,141 Pass -By HV Trips 42 32 426 Pass -By Passenger Trips 376 276 2,617 (') See Table 3 in scoping. Heavy Vehicle % outlined in scoping as Table 4A. fPenn�i� Revised Traffic Impact Study One Logistics Park Winchester i) od(,ri(:k (runty, VA TABLE E5: PROPOSED SITE TRIP GENERATION WITH PASS -BY AND HV TRIPS FOR EMPLOYMENT USES AM Peak Hour Trips PM Peak Hour Trips Weekday Daily Trips Total Proposed Trips(') 1,623 1,317 17.606 Land Bay 1,2,4 Trips 430 332 5,779 Ext. Heavy Vehicle Trips 16 15 462 Ext. Passenger. Trips 414 317 5317 Land Bays 5-8 Trips 519 434 6,295 Ext. Heavy Vehicle Trips 20 22 543 Ext. Passenger. Trips 499 412 5,752 Izl Heavy Vehicle % outlined in scoping as Table 4A for land Bays 1-4 and in Table 4B for land bays 5-8 Cron-iparisons to PreviouS Zonin The comparisons to the approved Governors Hill peak and Daily traffic volumes are shown in Table E6, which demonstrates a slight reduction in trips in the AM peak at 8 percent, with an increase in inbound trips. However, the PM and Daily traffic are reduced by between 60 and 80 percent from the approved uses for Governors Hill. TABLE E6: PROPOSED SITE TRIP GENERATION COMPARISONS WITH PROPOSED REZONING Scenario AM Peak Hour PM Peak Hour Daily Existing Zoning (1) 1113/645 1758 1940/2309 4249 46,08.5 Proposed Zoning IZI 1169/4551623 383/9341.317 17,606 Difference 55/-190 -135 -1557/-1375 -2932 -28 479 % Change 4.9%/-29.5% 7, 7% -80.3%/59.5% -69.0% -61.8 Legend: Inbound/Outbound Total (2-Woy) Trips (1) PHR+A, A Traffic Impact Analysis of Governors Hill Development, August 14, 2008. Trips based on Table 8 weekday, based on trip rates from the ITE Trip Generation Manual 7th Edition. No discounts for internal or pass -by trips. (2) See Table E1 and E3 for trips. No discount for pass -by trips. Proposed Roadway Improvements The proposed rezoning plan includes two public street roadway links, with Coverstone Drive dedicated for the ultimate R-O-W consistent with the County Comprehensive Transportation Plan for a 4-lane divided roadway. The zoning plan also includes the extension of Pendleton Drive though the site as a two-lane local street to serve the Phase B site activities. pennons) 4 L---- , Revised Traffic Impact Study One Logistics Park Winchester I rodori( k ( mil 0y, VA Coverstone I)rive Design (-riteri<i The primary change in the site development infrastructure plans from the approved Governors Hill proffers, is to reduce the roadway section for Coverstone Drive, based on the change in site traffic. The future peak hour and Daily traffic volurnes are shown in Table E7, which shows that two-lane section daily traffic significantly is reduced south of the proposed land Bay 3 commercial use. The ability to reduce the road section from a four -lane divided section at Millwood Pike to a two-lane section adjacent to the industrial lots would support the build -out of the site, with growth and diversions. The road section as a two-lane section would require turn lanes at selected site entrances, to be reviewed at site plan. The revised GDP increases the R-O-W to match existing dedication to the west and commits to a shared use path within the dedicated R-O-W, subject to future site plan review. The reduction in roadway construction south of Land bay 3 (One Logistics Park Winchester commercial ancillary pad site with B2 zoning) provides the ability to provide the entire road initially to connect with the existing section of Coverstone Drive with initial construction. Previous proffers included a phased construction of Coverstone Drive. The applicant has maintained a phased segment description of Coverstone Drive in the revised proffers for this rezoning to be consistent with the geographic construction to service the individual land bays. However consistent with the previous approved proffers (H15.2, in Appendix A scoping), a short -term phase was added to this analysis to show to scenario for the Phase A development prior to the completion of Coverstone Drive to Millwood Pike opposite Inverlee Way. This scenario is shown as Pre -Phase A development and assumes up to 500,000 sf of industrial uses. In this scenario, the existing section of Coverstone Drive to the west would provide site access to Prince Frederick Drive. The approved proffers for the site allow up to 300,000 sf of office to be developed without the Coverstone Drive connection to Millwood Pike. The applicant envisions the initial development to be oriented to Coverstone Drive opposite Inverlee Way, but have included the scenario to maintain the access option. TABLE E7: COVERSTONE DRIVE DESIGN STANDARDS Coverstone Drive Frederick County, VA Design Classification: VDOT GS-7 Urban Major Collector Road ADT (2020) South of Route 50/17: N/A S of Pendleton Drive: 420(coil Sheriff's) South of Route 50/17: 15,280 ADT (2040) North of Pendleton @ Gas (lot 3): 9,970 S of Pendleton Dr: 5,350 S. of Route 50/17: 1,938 vph (AM) 1240 (PM DHV (2040) N. of Pencil. @ Gas: 1,347vph (AM) 709 PM S of Pendleton Dr.: 596 v h AM 387 PM D (%) 56% SB (AM) T (%) 4-5% HV V (MPH) 40 Design Speed (35 Posted Speed Limit) Coverstone Drive ll_iri7 (cliles The site build -out shows left turn lanes are required on Coverstone Drive north of Pendleton Drive. Right turns are warranted based on the VDOT Road Design Manual criteria. Separate right turn lanes are required for the land bay 2 east entrance on westbound Coverstone Drive, and for right turn from Coverstone Drive to Pendleton Drive. No additional turn lanes are recommended on Pendleton Drive, except for a separate right to turn from Pendleton Drive to Coverstone Drive northbound and an eastbound right from Pendleton Drive to Land Bay 5 west entrance. The intersection peak hour operations also do not justify additional turn lanes. 5 P'ennonl) Revised Traffic Impact Study One Logistics Park Winchester I r c del i(k c aunty, VA Separate turn lanes are warranted at the off -site location at Prince Frederick Drive/Costello Drive intersection. This location was reviewed, since previous proffers included turn lanes with Coverstone Drive connected as a through street. Summary of Findings Overall, the proposed employment uses with the general industrial orientation can be accommodated with the existing and proposed localized roadway network for the short-term and long-term. The provision of Coverstone Drive on -site as a four- lane divided collector at Millwood Pike with a transition to a two-lane collector provides adequate capacity for site traffic at build -out. The regional roadway network supports the site traffic, except for the 1-81 junction. The planned 1-81 Exit 313 interchange improvements are required to address future conditions with and without the site. The interchange improvements include in the revised study reflect the VDOT programmed improvements which realigns the Millwood Pike bridge location and provides an additional lane in the westbound direction. For this study, the impacts of the by -right commercial zoning on the property was not included. The peak hour conditions at Exit 313 exceed the capacity, and the increase in weaving trips in proximity to the Route SO-17/522 signal on the east side exacerbate the proposed geometry. In the immediate vicinity of the site, the review of LOS and turn lane warrants suggest that dual left turn lanes are required into the site on westbound Route 50-17 to serve the site, with dual lefts outbound on Coverstone Drive. The two-lane section on Coverstone Drive after the lot 3 super convenience center entrance will provided adequate capacity for the site build -out as proposed. Shore- errn Tr( -If (ic Operations The peak hour operations for the regional intersections are summarized in Figure E1, with the short-term site traffic, which includes 4 land bays with 1,464,600 sf of industrial uses and 27,000 sf of a super convenience market/gas station. The traffic study references this scenario as Phase 1 of site activities. The revised GDP references this development area as Phase A. The projected total Daily traffic is estimated at 11,300 VPD, with 48% of the Daily trips associated with the ancillary commercial use. LOS is shown overall with potential mitigation options. Long-( erm -1 raffic Operations The peak hour operations for the regional intersections are summarized in Figure E2, with the long-term site traffic, which includes 8 land bays with 2,968,600 sf of industrial uses and 27,000 sf of a super convenience market/gas station. The projected total Daily traffic is estimated at 17,600 VPD, with 31% of the Daily trips associated with the ancillary commercial use. The long-term operations include the full build -out with emphasis of development with industrial uses under the proposed zoning classification. This includes the full site development of Phase A (land bays on Coverstone Drive to the west) and Phase B (land bays to the east on Pendleton Drive). If alternative land use plans with high -cube warehouse activities occur under the proposed zoning, the Daily trips would be reduced to a total of 12,800 VPD, or a 27 percent reduction with the same 2.996 million square footage built at One Logistics Park Winchester. AM peak hour trips would also be reduced by 15 percent. The LOS in the summary is shown overall with potential mitigation options. Figure E3 summarizes the overall on -site intersection operations with the site build -out with the emphasis on general industrial site activities. Alternative scenarios at the 1-81 interchange signals may vary with the future VDOT bridge improvements, but this revised study only includes committed improvements. It does not include a review of the VDOT alternative intersection options previously developed internally for VDOT in February 2020, and provided in late September 2020, since it was not included in the scoping agreement. �rPennolr1) 6 n s B (B) C1G E (F) m Millwood Avc B (C) / A IA) — `A (A 0 0 ®o � _F� E� < v v. d �'A(D) VOu�� `RA(F) tr t[r� a u GEC D �F(F)L�J~ mow A(F) B(C)� EB WEAVE I E (F dlwood Pike A rE ill. —I P ` C (C) vtdlwocd Pike E(F)1� r ±����U V illwcwd Pike �A(C) wwm A (A) �]Q G W U Lt E© A (A) D (D � • I I B lB) Y 6 $ m� QA(B)� O BIB) b .I i f )�l -(c)A(F)qg ir A (F)I,,�.`✓B (F M llwood PRke \1,11. ,d Pike D B(B)� UU < B(A)� Ej EN C,nI«JntU QA(E) «I- 4 J� Q• (-) m(1mlr'tL �- (F) VVC(D) V G�i�€ ( )� Cl ���C(E) <® A(E Costello Dr A (A _ (_1 oversione Dr illwood Pike Hotel Entrap a Costello Dr \ Dead End ` / Millwood Pike C (D) �j�j A(A)� ()� c(F)�I �A�D)��A(A)� + U ( ) El B(A)* �'t 67 A(A)�i wwm A® A (A) E (E 7 TRAFFIC IMPACT FIGURE E1 Pennon) ANALYSIS SHORT-TERM LOS SUMMARY ONE LOG IS I ICS PARK - WINCIIESI ER Project n W/('KGIu00l FREDERICK COUNTY, VIRGINIA Uecemher 2020 O (g) G x )W r" It (D) C(v 11wood A,, �Dme H D (D a "U m « U o C Q C (F) E (-)® �D(E) o E( Costello Dr Hotel Entrance E (E) - (A) \F 44 LL 6 ER WEANT LDS: D (C) O (A J QB(E) aD(D) EE� �F(E)� F (F Millwood Pike \fillwi,,,d Pike �F (F)t�� F(D)� f �� l m A (A) v a © LEGEND O STUDY INTERSECTION PROPOSED IMPROVEMENT EXIST LANE GEOMETRY LANEA/OVEMENT SIGNALIZED ♦1,PN� LOS 10 INTERSECTION �N IPN APPROACH l05 . STOP CONTROL �Y N OVERALL SITE BOUNDARY INTERSECTION L OS 11 Costello Dr A (A e A (A) 1 gg LL < < A (A (�� oserstone [A Dead Find Il uVm6 �A(F) ma m �� �A(F)© (S�' C (C) < Aillwood Pike `" R ]mt;Im \fifiwood Pike B(C)� e A(A)C==:> 0, A) -:Z3 E (F 4. _ a �A(D)a D (F) Y 44p i 'y v Vi 3b m < f Q A (F) ®mo � uvr n�. " E �A(F) E (F) Al LIB on \fillNixxd Rkc Millwood Pikc D (D) m B (B) R = 1� B(A) L C m c: F. v v. ra JJ [s (F) A (F) < r�C (F) B ( lillwood Pike `- \ illwood Pike C (F) A(A)� $k.wm C I TRAFFIC IMPACT FIGURE E2 Pennonl ANALYSIS LONG-TERM LOS SUMMARY I ONE LOGISTICS PARK - WINCHES'I'ER Project a WI('KG1000l FREDERICK COUNTY, VIRGINIA December2020 I H A lA) `Va A (A) t-erstone A (A)� r7 E m< B (A LEGEND O STUDY INTERSECTION L U LANE GEOMETRY • STOP CONTROL ---- SITE BOUNDARY LANEAIOVEMENT AM (PM) LOS AM(P. APPROACH LOS aOVERALL ICl/ LOS 'A IN*CHESTEF RFGIONAL MRPORT 1` B (B) A (A) :aA A (A) (A Coverstonc U; Cov erstnne U: ostone Dr A(A)� n ( ovemone Dr A(A)� O A (A) A 4 (A << t 3 < t = �S A (A)j s *A (A) A(A Pendleton Dr A (A Pendleton fh Pendleton Dr A (A) At>A Pendleton Dr (A) �i W i �B(C) Pendleton 1) 5r Q TRAFFIC IMPACT FIGURE E3 Pennon) ANALYSIS COVERSTONE DRIVE LOS ONE LOGISTICS PARK - WINCHESTER SUMMARY r'n,rrrr W/(XG100o1 FREDERICK COUNTY, VIRGINIA December2020 Revised Traffic Impact Study One Logistics Park Winchester I I cdc-1 is k < o11111 y, A/A To address the Pre -Phase A scenario as outlined in the proffers without Coverstone Dive extended to Millwood Pike, the LOS operations without Coverstone Drive are shown in Figure E4. The operations assume up to S00,000 sf of industrial uses in the M-1 zoning district in one of the western land bays in Phase A with access to Coverstone Drive to the wet to Prince Frederick Drive only. ioillkvood Pike access A separate Signal Justification Report has been submitted for the Coverstone Drive/Inverlee Way/Millwood Pike junction separately, along with a signal warrant study to support signalization at the site access to Millwood Pike. Based on the review of the short-term traffic forecasts, as updated in Table E8, the signal is warranted based on the multi -hour and peak hour volume guidance from the MUTCD with the One Logistics Park Phase A (Phase 1) activities. TABLE E8: SIGNAL WARRANT SUMMARY MUTCD Signal Warrants Warrant Satisfied? Notes / Summary Side streets considered as two-lane approach for Coverstone; Right Turns at 85% of volume for Warrant 1: Eight -Hour Vehicular Volume N Yes ❑ No ❑ N/A RTOR+left turns applied. 70% thresholds NOT applied, Warrant B satisfied and combination warrant met at over 8 hours each for Condition A and Condition B. Warrant 1: VDOT ADT Option' N Yes ❑ No ❑ N/A Satisfied for side street lefts Warrant 2: Four -Hour Vehicular Volume N Yes ❑ No ❑ N/A Satisfied'for future volumes on site street Warrant 3: Peak Hour N Yes ❑ No ❑ N/A Peak hour volumes checked Warrant 4: Pedestrian Volume ❑ Yes ❑ No N N/A No pedestrian facilities at intersection Warrant 5: School Crossing ❑ Yes ❑ No N N/A There are no schools in close proximity to the study intersection. Warrant 6: Coordinated Signal System ❑ Yes N No ❑ N/A Spacing > 1000 ft. not grid Warrant 7: Crash Experience ❑ Yes N No ❑ N/A 6 total incidents/crashes since 2017 with property damage only Warrant 8: Roadway Network ❑ Yes N No ❑ N/A Warrant 9: Intersection Near a Grade ❑ Yes ❑ No N N/A Crossing Pennon, 10 cf G (�U B(A)rr C1G �D(F)Ls (C' dlwood Millwood Ave ©A (C) A (A)`�7Q - ao m lJ EB %EAN'F LOS: C (C) EN 1; Z a a I A (E) m m n aC(D)I�' F (D) I'�kc Millwood Pike D (F) cr U IJ IJ U D (C) w �, A (A) U m U LEGEND O STUDY INTERSECTION .1 PROPOSED 1 r IMPROVEMENT Cl 4 J7 EXIST LANE GEOMETRY Il Il U LANEAIOVEMEN7 Si �N iPN. LOS WTERSECTION ♦M IPM APPROACH l05 • STOP CONTROL �y 'V OVERAII - SITE BOUNDARY INTERSECTION LOS 9 = O1191. uwmd vA(C) A Millwood Pike s �� < A (A) A(A)� E�cx D (D) B (B d m O m On ; I� t , I O B(B b \ J ,I SI1F. i '7 x D� i < m m m m Q A (B► t n fi Q D (D) oeo \ _ (j A (B) t A (CDelco Plaza Travelodge n - ti +d Pike A (C) m©` B(A)`�1 ]A(A)� did 5 © ©Y OO (A ® O O 0 zz Am «� s QA(B) « LL Q- () mmcg (c) f? C (C) � a` a` � D (C) ro pCostello Dr p (p _ (_� overstone Dr (C llwood Pike Ho7(D) Covello Dr Dead End Millwood Pike o A (A) of o ( ) C (D) ta Q �' t o (A) u U a() B (A) u lJ ll - o < < 6 TRAFFIC IMPACT FIGURE E4 Pennonl ANALYSIS SHORT-TERM PRE -PHASE A LOS ONL- LOWS FIC'S PARK - WINC'IILS I LR SUMMARY Project a WI('KGI000! FREDERICK COUNTY, VIRGINIA Devember2020 Revised Traffic Impact Study One Logistics Park Winchester Site Impacts The site impacts of the proposed development on the signalized intersections in the study area are presented in Tables E9 through E11 in the summary for key locations, based on the change of site traffic as industrial uses versus the future conditions without the subject site. TABLE E9: 1-81 INTERCHANGE IMPACTS Sh SB Ramps/Millwood Pike Ramps/Millwood Pike Background Site Impact Background Site Impact AM 4183 304 7.3% 4399 577 13.1 % PM 4911 211 4.3% 5136 391 7.6% Short -Tenn 2024 at 1-81 NB Long -Term 2028 at I-" NB Ramps/US 522/Millwood Pike Ramps/US 522/Millwood Pike Background Site Impact Background Site pact, AM 4675 467 10.0% 4965 8`8 17.30/0 LSM 5708 386 6.8% 6028 712 11.8% Site impacts = (Site Trips)/(No-Build) TABLE El0: MILLWOOD PIKE IMPACTS Prince Frederick Dr/Custer Ave. Background Site Impact AM 2542 423 16.70 PM 2975 351 11.80/a Frederick Dr/Custer Ave. Background Site Impact 1 1 30.4% ,()()ki O, O 21.3% Long -Term 2028 at Rte.50/ 17 Sulphur Springs Rd Sulphur Springs Rd Background Site Impact Background Site Impact AM 2456 167 6.8% 2544 230 9.0% PM 3000 147 4.9% 3107 187 6.0% Site impacts = (Site Trips)/(No-Build). Background volume do not include diversions for Coverstone Drive, but do include other trips, growth. TABLE El I: FRONT ROYAL PIKE IMPACTS Short -Term 2024 at Rte.522 /Delco Long -Term 2028 at Rte.522 / Delco Plaza/Travel Lodge Plaza/Travel Lodge Background Site Impact Background Site Impact AM 1908 61 3.2% 2033 66 1.3% PM 1 51 2.0% 2650 72 2.7% Short -Term 2024 at Rte.522 Long -Term 2028 at Rte.522 / Costello /Costello Ave. Ave. Background Site Impact Background Site Impact AM 1700 102 5.8'io 1931 1 �8 8.2% PM 2 �4 -, 82 3.5% 2528 145 5.7% Site impacts = (Site Trips)/(No-Build). Background volume do not include diversions for Coverstone Drive, but do include other trips, growth. 12 Revised Traffic Impact Study One Logistics Park Winchester I rederic k Comity, VA For the 1-81 interchange junction, the future volumes without the site include growth and other development. Based on the 2017 traffic counts, used by VDOT for the 1-81 bridge improvement project, the future forecasts in this analysis without the subject rezoning include an effective growth rate between 2017 and 2024 at between 2.9 and 3A percent annually. The 2028 scenarios without the subject site include an effective growth per year of 2.4 to 2.7 percent for the Background conditions without the site. For the scenario prior to Phase A (or phase 1) completion of Coverstone Drive, the site impacts for a 500,000 sf industrial development is summarized in Table E12 at the 1-81 NB exit at US Rte. 511 and at Prince Frederick Drive. For comparison, the short-term volumes are maintained with the 2024 background assignment scenario. TABLE E12: PRE -PHASE A SITE IMPACTS ! Short -Term 2024 at 1-81 NB Short -Term 2024 at Rte. 50/17/Prince Ramps/Millwood Pike Frederick Dr/Custer Ave. ( Background Site Impact Background Site Impact AM 4675 110 2.4% 2542 114 4.5% PM 5708 84 1.5% 2975 86 2.9% Site impacts = (Site Trips Pre -Phase A)/(No-Build +Site). Under short-term (2024) volume forecast conditions, the regional roads deteriorate in performance with the initial phases of the One Logistics Park Winchester with the existing road geometries, signal optimization, and site frontage improvements. For the build -out of the site by 2028, the existing roadway network does not accommodate the increase in trips with the implementation of the 1-81 at Millwood Pike interchange improvements under development by VDOT. For the 1-81 junction, the alternative improvements were previously studied to address the potential change in traffic with the subject site. However, since the original zoning did not study the I- 81 signal operations, and the site impacts are decreased in relation to the approved Governors Hill site, the off -site improvements are not proposed for implementation by the subject site. Corridor operations are a function of growth and site trips at the 1-81 junction, which negatively impacts the adjoining signals within the study area. Alternative configurations at 1-81 may have potential to enhance the junction in concert with the bridge improvements to consider full displaced (DLT) left turns with grade separation, an echelon interchange (with partial flyovers for either direction of the Millwood Pike east and west through lanes), a partial Michigan Left with U-turns in the south and east quadrants, or a quadrant roadway as originally envisioned in the Route 522 relocated alignment in the County Transportation Plan. The alternatives at 1-81 were not evaluated with this study, since they are a regional enhancement and require additional coordination with the on -going VDOT 1-81 corridor projects. The list of improvements considered in the revised analysis is included in Table E13 for the regional locations and Table E14 for the on -site infrastructure, from the proposed proffers. Signal optimization is included in all the scenarios. TABLE E1 q: ONE LOGISTICS PARK WINCHESTER OFF -SITE IMPROVEMENTS Int. # Intersection General Improvement Dese. Prince Frederick Drive • Add NB 100 ft. right turn on Prince Frederick Dr to Costello Dr. for 7 @ Costello Drive long-term conditions; tPennona 13 Revised Traffic Impact Study One Logistics Park Winchester I ( ()mity, VA TABLE E14: ONE LOGISTICS PARK WINCHESTER ON -SITE IMPROVEMENTS Int. # Intersection General Improvement Dese. • Add Traffic Signal with Phase 1 activities; • Provide dual lefts on WB Rte. 50-17 to Coverstone Drive Extended; 10 Provide EB right from Rte. SO-17 to Coverstone Drive Extended; Rte. 50-17/Inverlee • With signalization, restrict through trips to Inverlee Way with signing; Way/Coverstone Drive With signalization, restripe SB approach for separate right on Inverlee Way; • Construct dual lefts on Coverstone Drive to WB Rte. 50-17; • Construct 4 lane divided section on Coverstone Drive extended to initial median cross -over for Commercial land bay 3; • Transition with separate left turn lanes for turns to gas facility, Coverstone Drive @ . Provide 200 ft. left turn entrance for passenger cars 12 Land Bay 3 Sign for Heavy vehicle access to south portion of site with separate Commercial turn lanes; • Provide 250 ft. SB left turn lane for truck access to commercial. 13 Coverstone Drive @ Provide SB 100 ft left turn lane into site Land Bay 4 Industrial 14 Coverstone Drive @ Provide SB 150 ft left turn lane to Pendleton Drive; Pendleton Drive • Provide NB 100 ft right turn lane to Pendleton Drive; • Stripe WB 100 ft right turn from Pendleton to NB Coverstone Dr. 15 Coverstone Drive @ . Provide WB 100 ft right turn lane into site Land Bay 2 Industrial E 19 Pendleton Drive @ • Provide EB 100 ft right turn lane into Land Bay 5; Land Bay 5/6 Pon ,"Off)[ 14 1 I 11 Ravic" Tr:affir Imnnrt Cfi,rly Submitted for: Wickshire Industrial, LLC 2318 Riviera Dave Vienna, Virginia 22181 APPENDICES Submitted by: Pennoni 13880 Dui,es i urner Lane, Suite 100 Herndon, Virginia 20171 Appendix A: Scoping Document Appendix B: Level of Service Criteria Appendix C: Traffic Counts Appendix D: Synch ro/SimTraffic Analysis Output — 2020 Existing Conditions Appendix E: Other Development Traffic Appendix F: Synchro /SimTraffic Analysis Output — 2024 Background Conditions Appendix G: Synchro /SimTraffic Analysis Output — 2024 Total Conditions Appendix H: Omitted in Revised TIS Appendix I: Synch ro/SimTraffic Analysis Output — 2028 Background Conditions Appendix J: Synchro /SimTraffic Analysis Output — 2028 Total Conditions Appendix K: Synchro /SimTraffic Analysis Output — 2024 Total Conditions with Pre -Phase A site without Coverstone Drive Appendix L: Turn Lane Warrants Douglas R, Kennedy, PE VA 021450 WICKG20001 Revised December 2020 I Appendix A One Logistics Park Winchester Traffic Impact Study Frederick County, Virginia I WICKG20001 Revised December 2020 I Virginia Department F�),(DOTof Transportation I n 1 PRE -SCOPE OF WORK MEETING FORM Information on the Project Traffic Impact Analysis Base Assumptions The applicant is responsible for entering the relevant information and submitting the form to VDOT and the locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline, the scope of work meeting may be postponed. Contact Information Consultant Name: Pennoni Associates, Inc. c/o Douglas Kennedy, P.E. CHANGES FROM 8/13 Tele: (703) 840-4830 E-mail: dl<cnnc(l(cr), )cnnoni.com Developer/Owner Name: Ed Podboy Tele: (703) 608-9393 E-mail: e odbo a,wickshiregrou .corn Project Information Project Name: One Logistics Park Winchester Locality/County: Frederick County Project Location: SEE ATTACHED FIGURES 1 (VICINITY) AND 2A (CONCEPT PLAN (Attach regional and site Rendering ) updated 8/10 s ecific location ma Submission Type Comp Plan ❑ _T Rezoning M Site Plan ❑ FSubd Plat ❑ REVISIONS FOR VDOT COMMENTS ON 7/23 and 8/12 SCOPING SUBMISSIONS TO DELETE ALTERNATIVE TIS AND INCLUDE EMPHASIS ON GENERAL INDUSTRIAL USES. Proposed zoning Ior former Governors I'Iill site Rezoning(10-08 last proffer revised RZ 03-14 for minor edits) for REDUCTION IN SITE TRIPS for uses for Governors 1-1111 site with extension of Project Description: Coverstone Drive to US Route 50 at Invcrlcc Way. 278 acres site with 2 phases of (Including details on the land employment uses to replace approved 2009 zoning for 550 DU, 385K office, and use, acreage, phasing, access 900k commercial . Traffic Study to evaluate site with emphasis on general location, etc. Attach additional industrial uses sheet if necessary) - with land bays 1,2,4,6-8 as General Industrial Bldgs (2,737,600 sI) \vith gas (27,000 sf land bay 3) and office/flex uses 231,000 sf on land bay 5), totalling 2,995,600 Subject to TIS, review revise road cross-section on Coverstone to transition from 4 lane divided to 2 lanes with turns for internal site driveways. TABLE 1 summarizes land uses See Concept Plan Proposed Use(s): (Check all that apply; attach Residential ❑ Commercial ❑ Mixed Use ❑ Other M additional pages as necessary) It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Residential Uses(s) 24 fp Number of Units: 1491.6 KSF 1 ITE LU Code(s): 2995.6 KSF T Other Use(s) ITE LU Code(s): 110, Commercial Use(s) LU Code(s): 960 'ITE 150,710 Square Ft or Other Variable: Independent Variable(s): ' Total Peak Hour Trip Projection: Less than 100 ❑ 100 — 499 ❑ 500 — 999 ❑ 1,000 or more ® , Traffic Impact;Analysis Assumiltiions Study Period Existing Year: 2017- Build -out Year: 2024 (Phase Design Year: 2028 2018 1); 2028 (Total Build -out) North: Millwood Pike (Rte South: Proposed Coverstone Dr Extension Study Area Boundaries 50/17 East: Sulpher Spring Rd West: I-81 (Attach map) Future 522/I-81 improvements at exit 313 programmed for construction 2023-2027. External Factors That include for phase 2; VDOT provided current concept plan 8/10/20. Could Affect Project On -going Sulpur Spring Rd improvement construction project assumed finished. (Planned road improvements, Adjust previous counts from 2018 for Carpers Valley rezoning (not approved for other nearby developments) portion of subject site) and other counts at Route 50/17/522 for base conditions, factor to 2020 for "existing" base since summer and COVID 19 impacts field counts. Extension of Cornerstone Dr is consistent with County Transportation Plan Comprehensive Plan zoning is 132/133 (General Business/Industrial Transition Districts). Proposed use would be M1/M2 zoning (Light Industrial/Industrial General District). Transportation Plan shows Coverstoner Drive as U4D collector through site Consistency With Comprehensive Plan By -right development from previous zoning approval based on August 2008 Traffic (Land use, transportation plan) Study (by Patton Harris Rust & Associates) was for 385 KSF Office and 900 KSF Shopping Center as part of Governors Hill rezoning (RZ 10-08, approved 1-9-09) Existing proffers and road improvements APPROVED from Governors Hill included language with new TIS required for sf over 1,285,000 sf comm. or with ' total trips in excess of 45,815 VPD . Proposed rezoning NOT exceeding that trip threshold. Available Traffic Data SEE ATTACHED TABLE 5 for historical VDOT ADT's for Route 50. VDOT to (Historical, forecasts) provide base counts at 1-81 and at Sulphur Springs Rd. TripDistribution Road Name: Route 50 East Road Name: Route 522 North ■ It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. J 1 (Attach sketch) (SEE, ATTACHED FIGURE 5 REV Road Name: Route 50 West Road Name: Route 522 South Annual Vehicle Trip 1.5% 50/17 Peak Period for Study ;< AM X❑ PM ❑ SAT Growth Rate: 1.0 % 522 SEE (check all that apply) TABLE 5 Peak Hour of the Generator N/A I.Rte 50/17/522 & 1-81 SB Exit 6.Rte 522 & Costello Dr (2018) 313 Signal 2017) 2.Rte 50/17/522 & I-81 SB Exit 7.Prinec Frederick Dr & Costello Dr (2018) 313 loop rarnp weave (2017) 3.Rte 50/17/522 & I-81 NI3 Exit 8.Prince Frederick Dr & Coverstone Dr (2018 Study Intersections and/or Road Segments 313 Signal (2017) from Co. Public Safety Ctr turns (Attach additional sheets as 4.Rtc 50/17 & Delco PlazaTI'ulallc 9.Rtc 50 & Prince Frederick Dr (2018) necessary) Dr 2017 5.Rte 522 & Delco 10.)US 50/Inverlee Way (2008, VDOT ADT), Plaza/Travelodge Lane balanced with #9 and #1 I tllrus ) 11). US Rte 50. & Sulphur Springs Rd (2017), SEE FIGURES 3 and 4 FOR 12-18)Access locations on Coverstone and LOCATIONS 19-22) driveways on Pendelton for phase 2 Trip Adjustment Factors Internal allowance: ❑ Yes ❑X No allowance: © Yes ❑ No rRedsuct�ion: Reduction: 0 /o trips 55-62 /o trips Software Methodology [X Synchro ❑ HCS (v.2000/+) ❑ aaSIDRA ❑ CORSIM © Other SirnTraffic Existing signals: - I-81 signals at Exit 313, Traffic Signal Proposed - Rte 50/17 & Delco Plaza/Tulane Dr. or Affected - Rte 50/17 & delco Plaza/Travelodgc Lane (Analysis software to be used, - Rte 50 & Prince Frederick Dr progression speed, cycle length) - Rte 522 & Costello Dr - Rte 50 & Sulpher Springs Rd Synchro 10 to be Used for analysis, existing timing/phaslllg to be obtained Irolll VDOT hlclude Nveave analysis for 1-81 SB ralll l Improvement(s) Assumed or to be Proffers fi•onl previous zoning approvals (RZ 10-08) to be updated with change in Considered use, reduction in traffic intensity, and results of traffic study. Include language for fixture traffic studies if traffic use is different than assumed ill TIS #1. Traffic Impact Study - FBI Central Records Complex (by Canino, September Background Traffic 2015) #2. Navy Federal Credit Union Traffic Impact Study , adjust for uses in 2018 ill Studies Considered existing #3. Commercial Uses at Custer Drive N #4. Acid Airport expansion based on acreage for 2028 scenario It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. u Plan Submission ❑ Master Development Plan (MDP) Z Generalized Development Plan (GDP) ❑ Preliminary/Sketch Plan ❑ Other Plan type (Final Site, Subd. Plan) Additional Issues to be ® Queuing analysis ❑ Actuation/Coordination ® Weaving analysis I, Addressed ❑ Merge analysis ❑ Bike/Ped Accommodations ® Intersection(s) ❑ TDM Measures ® Other Signal justification at Coverstone Dr Extended i NOTES on ASSUMPTIONS: 1. This Traffic Impact Study (TIS) to support proposed rezoning and will investigate feasibility to reduce road section for Coverstone Drive with emphasis on general industrial uses with support ancillary uses on land bay 3 at Coverstone/Route 50/17. Phase 1 uses assumed as 4 land bays with access to Coverstone Drive extended r from Sheriffs office to US Route 50 at Inverlee Way. Land Bay 3 shown as super convenience gas facility with up to 24 pumps with up to 8 pumps for heavy vehicle (truck) use. Land Bays 5-8 part of Phase 2 development with acess to Pendleton Drive extended. 2. Employment trips are reduced from previous approved use as commercial;from 45,815 VPD to 17,606 VPD. r 3. Site trips derived from ITE as shown in PROPOSED TABLE 2A with Emphasis on General Industrial Uses. The ranges of warehouse, industrial, and high cube uses included in TABLE 2B -- for Phase 1 -- and in TABLE 2C for Phase 2 land bays. For commercial site looked at truck stop trips. Not a big data sample in ITE, so , defaulted to LUC 950 (Super convenience center gas station with 24 fueling positions). For flex uses, calculated building size as 55% warehouse, 45% office and calculate total trips for each building, which are higher peak hour trips than if R&D or Industrial Park uses. Traffic study to show general uses with emphasis on industrial uses. Trip table shown for range of uses if high - facilities developed for cube warehouse are site plan, which may have less trips. Distribution Center uses with High -Cube Transload & Short -Term Storage Warehouse (ITE LUC 154) and High Cube Fullfillment Center (LUC 155) trips reviewed and higher data used from ITE 1 Oth Edition Supplement (Feb. 2020). Other uses may include flex office, mini -warehouse. Densities and use based on anticipated market conditions as recommended with land use plan. Variances in uses with zoning to be addressed in proffer language if higher trips are anticipated for site plan. It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. F, I 4.Pass-by Trips for LUC 950 (Gas/Conv.) shown at 65% nlax. I)cr ITE guidelines for LUC 945 Tables E.37 and E.38 in Handbook. Daily trips asslllllcd at 55%, lowest of peak. Show pass -by as turns Captured h'0111 thrOUgllS at Routc 50/Ivcrlec Way intersection with site. Split from AM/PM in through volumes. Pass -by trips shown in TABLE 3 5. The site's Heavy Vehicles to Total Vehicles \vill be calculated by building and assigned \vlth passenger car trips to verify i-IV %. TABLE 4A has Phase i trips. Table 4B has Phase 2 I -IV trips. Calculations shown with weighted average % from iTE iOth Edition Slipplcinent Appendix C and ratios of I -IV trips based on a range of the average percentages of the heavy vehicle by use, See TABLE 4C for worksheets. Actual I -IV trips by use checked with ITL I -IV trips and highest HV trips used. AM I -IV % Increased to 4% from weighted average Of 3%; PM I -IV % used at 5% increased from weighted average at 2% to match I -IV trucks. Daily HV at 8%. Trips to be shown for site as Heavy Vehicle and others to compute truck impacts for intersection LOS. For Gas station uses, include 10% of peak hour as heavy vehicles for 25-35 peak hour directional (one-way trips), if' 1/3 portion Of fueling pumps allocated for trUCk SIOp uses. Peak truck trips exceeds local sales data fOr hourly truck fueling at I-81 site in Frederick County. Daily shown at 14% 6. Site assignments to show passenger car and Heavy vehicles for employment uses, seperately. Distributions shown on FIGURE 5. Derived from 2018 Carpers Valley TIA (employment) and 2008 Governors Hill TIA (Commercial) as revised for VDOT Streetlight data for heavy vehicles for employment uses 7. Peak Hour Factors based On existing Counts. Future PI -IF at 0.92 or existing, �vhichever is higher, per ITOSAM guidelines. Adjust 1-IV percentage for site impacts 8. Traffic study to include following scenarios: a) Existing Conditions (2020 factored from 2017/2018 data " with adjusted growth rates), b) Short -Term Conditions (2024) without Site with other nearby Development (Background) without Coverstone Drive Extended c) Short-Terill Conditions (2024) with Site Phase I with other nearby Development (Phase 1) with COverstolle Drive Extended It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. r d) Short -Term Conditions (2024) with Site with Mitigation, if required (Total with Mitigaton) with Coverstone Drive Extended e) Build -Out Conditions (2028) without Site with other nearby Development (Background) without Coverstone Drive Extended f) Build -Out Conditions (2028) with Site with other nearby Development (Total) with Coverstone Drive Extended and connection to Pendleton Drive g) Build -Out Conditions (2028) with Site with Mitigation, if required (Total with Mitigaton) No assignments with previous approved zoning as Office/Commercial uses included in future asignments Include trip generation comparisons in new report to 2008 TIA 9. Access management spacing for access to Coverstone Drive Extended shown for driveway entrances, subject to VDOT review and approval at site plan.. See Figure 4 for revised spacing for land bays 1-8. Traffic study to note final driveway spacing to be reviewed at site plan for VDOT Collector Road spacing standards at 35 MPH speed limit. Coverstone road section initially proposed as U4D R-O-W with modified section as 2 lanes with turns away from Route 50, subject to TIS analysis . Access Spacing on US Rte. 50 shown in Figure 3 for 4 lane minor arterial at 55 MPH. 10. Short-tei-rn and Build -Out forecasts do not include Route 522 relocation east of I-81 Interchange realignment, or Route 37 realigned 11. Access connection to US Route 50/17 (Millwood Pike) will require Signal Justification Report and approval to verify intersection control. Previous approved proffers (attached County resolution, proffer intro, and Transpo section 15 after Table 6) to install signal when warranted. VDOT TE-387 require review of alternatives with warrant study and report. Access spacing satisfied for Minor Arterial. If signalized, VDOT prefers to see exising crossover at old Carpers Valley Golf Club entrance closed. 12. On site operations to review turn lane and LOS for Coverstone Drive to support revised road section. Subject to turns, left turn volumes may warrant continuous left turn lane south of gas station (land Bay 3); Right turn warrants will be checked for peak hour turns at site driveways on Coverstone Drive for build -out with emphasis on General Industrial uses. It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. 7 LJ P 1 I '(1) Short -'Perm Conditions (2024) with Site with Mitigation, ifrequircd (Total with Mitigaton) with Covcrstonc Drive Extcnciccl ' e) Build -Out Conditions (2028) .without Site with other nearby Development (Background) without Covcrstonc Drive Extended ' 0 BLlild-Out Conditions (2028) with Site with other nearby Development (Total) with Covcrstonc Drive Extended and connection to Pendleton Drive g) Build-OLIt Conditions (2028) with Site with Mitigation, if required (Total with Mitigaton) 1 No assignments with previous approved zoning as Office/Collinici-clal uses included In Future aSIg11111CI11S . Illclllde trip generation C0111pal'1SOilS in new report to 2008 TIA 9. Access managemeilt spacing for access t0 Coverstone Drive Extended shown f01' driveway entrances, Subject ! to VDOT review and approval at site plan.. See Figure 4 for revised spacing for land bays 1-8. Traffic study to note final driveway spacing to be reviewed at site plan for VDOT Collector Road spacing standards at 35 MPH speed limit. Coverstone road section initially proposed as U4D R-O-W with modified section as 2 lanes with turns away from Route 50, subject to TIS analysis . Access Spacing on US Rte. 50 shown in Figure 3 for 4 lane rminor arterial at 55 MPH. 10. Short-term and Blllld-Out fol'ccastS d0 not Illclllde Route 522 relocation cast of 1-8I Illterchallgc realignment, or Route 37 realigned '11. Access connection to US Route 50/17 (Millwood Pike) will require Signal Justification Report and aproval to verify intrscction control. Previos proffers approved to install signal wehen warranted. VDOT TE-387 require review Of alternatives with warrant study and report. Access spacing Satisfied for Minor Arterial. II signalized, VDOT prefers to see exising crossover at old Carpers Valley Golf Club entrance closed. 12. On site operations to review turn lane and LOS for Coverstone Drive to Support revised road section. Subject t0 turns, left ttlrll VO1L1111Cs may warrant continuous left turn lane South Of gas station (land Bay 3); Right ttlrll warrants will be checked for peak 110111- turns at site driveways on Coverstone Drive for bllild-out Iwith emphasis on General Industrial uses. I It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding 1 geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. 13. Comp Plan Road shown below. Site uses as employment activities consistent with Comp Plan uses, (see insert). Per VDOT 7/9 call, the previous extension of'Tazwell Drive' from Coverstone Drive to serve portion of the subject site was NOT connected to Millwood Pike opposite Sulpher Springs Road. Pedestian linkages shown to north and east. Pendleton Drive extension to site as a local street. C 'tJ 1 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding P Pp P tY q 9 9 geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. � I IAttachments: � I I-.igurc 1 Site Location figure 2: Gordon Concept Plan Rev. Rendering with 8 land bays and 2995,600 SF figure 3: Of( -Site Study Locations (\with revised Intersections added) figure 4: On -Site Study Locations, subject to VDOT Access Management (with spacing added and note subject to revision and VDO T approval thl'011gh site plan) Figure 5: Site Distributions Table I : Revised Land Use ASLllllpt1011S Table 2A: Site "Trip Generation Table 213: Phase 1 Site Trip Generation Ranges "fable 2C: Phase 2 Site Trip Generation Ranges Table 3: Site Trip Generation w/ Pass -by Trips with Emphasis On General Industrial Uses Table 4A : Phase 1 Site Trip Generation with Heavy Vehicle Traffic by Use (Emphasis on Gen. Ind,. Uses) Table 4B:Phase 2 Site Trip Generation with Heavy Vehicle Traffic by Use (Emphasis On Gen. Ind. Uses) Table 4C: ITE Heavy Vehicle Traffic % by Use Table 5: US Rte 50 VDOT Growth Trends Table 6: Previous Approved Site Trips (Governors Hill) Governors Hill Proffer Excerpts ISIGNED: I Applicant or Consultant PRINT NAME: IApplicant or Consultant DATE: I It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding I geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. i TRAFFIC IMPACT FIGURE Pennoni ANALYSIS SITE LOCATION ONE LOGISTICS PARK — WINCHESTER Project q WlCKG200 FREDERICK COUNTY, VIRGINIA Augusr2020 BLDG SIZE (SF) DIMENSIONS LOTAREA(AQ PRKG.PROVIDED AP,,Izg' E - 'tom' j `,r '�11•i,.` I• 1 360,0D0 360' x 1000' 21.32 ±380 © _ 1,008,000 630 x 1600 83.06 3770 O e 27,000 135' x 200' 12.2 ±SO t rr + S 96,600 (14) 60' % 115' 6.29 t$0 231,000 350' x 660' 14.42 ±140 5W,000 400' x 1450' 39.42 *480 420,0D0 400' x 1050' 27.26 ±330- 273,000 39D' x 700' 13.21 ±320 "�'- • - - ` - - " ' TOTAL 2,995,600 SF (0 2S) FAR 2R90 �vo . I. . . %�; • ;.�'� t '` L4tJ,�. •R'" �" � F-=_ ,�,. "mot-cx'w`r-�� � r+. q 51NM 2 p6F • p r 20d k- i FOUL PURPOSES C?h1LY! CONCEPT PLAN ONE LOGISTICS PARK WINCHESTER 1 7.27.2020 cwnair.v1Yio si Vey Gordon lw 3flfd-O�PI Vlwrc. 10]263-,9W ,snOYf!elxCWlFO'ua wr�r.aww..n rxw griNnuv .�-�•q��pyy�iltl m 1 il 1 'CITY OF 2 WINCHESTER 1 °P 3 • `z 17 50 ' FAIRFI522 5 J °F 4 COSTCO < 2f �.7 G1� 1 0 o r � � OfT� ��O V CFR A 9 F OP 522 7 ✓• .s�, ♦ ♦\♦♦ USARMYCORPOF / s ♦\ ENGINEERS. \ �i Ps, ♦ ♦ / ♦♦ 10 FREDERICK COUNTY SHERIFF'S ♦\ / ' OFFICE. \n SITE / \ - °, SITE S� \ A►\ \ \ � SSSI WINCHESTER- 17 50 REGIONAL AIRPORT \\ \ LI NOTIOSCALE 9i iP �$ ARBOR Cl a� P� �J PO Y a LEGEND ' ® STUDY INTERSECTION — — SITE BOUNDARY INDEPENDENCE FBI CENTRAL RECORDS DR COMPLEX TRAFFIC IMPACT FIGURE 3 Pennon ANALYSIS OFF -SITE STUDY INTERSECTIONS ONE LOGISTICS PARK - W INCHESTER Project N WICKG20001 IFREDERICK COUNTY, VIRGINIA August 2020 G \ s F� r \ US ARMY C17 50 CORP of ENGINEERS FREDERICK COUNTY 1 g SHERIFF'S \ OFFICE LOT] \ it SITE �o 12A \> \ n� 12B _ ^o h 12C �1 17 12D LOT 3 16 \ d \ LOT 2 b� �Qw FAQ `pZ ENTRANCE \ \ ` Ile �J opJo�SPACINIS P G o 0v'`vp APPROXIMATE \` 13 �o�ooY3� FOR CONCEPT C d PLAN DESIGN \� ` o AND SUBJECT TO REVISIONS WITH I S LOT 4 SITE PLAN FOR *7po// VDOT APPROVAL V _. 14 + `?9'fa o °m SITE �Wm 19 LOT 6 WINCHESTER REGIONAL \ AIRPORT \ �6/0•` 0?4LOT 8 \ LOT 5 0' 21 NATIONAL o - - \ GUARD I OT7 - - \ 0 *�� V N — — SITE BOUNDARY 12, ~ t 1 BUILDERS FIRST SOURCE 1RI3Ul TRAFFIC IMPACT FIGURE 4 Pennonl ANALYSIS ON -SITE STUDY INTERSECTIONS ONE LOGISTICS PARK - WINCHESTER Project # WICKG20001 FREDERICK COUNTY, VIRGINIA Augusl202O 1 1 1 1 1 1 1 Trucks: 5 % Commercial: 1 1 CITY OF WINCHESTER oil I. I-AIRIII.LO 1, Cars (Empl.): 20% Trucks: 25 Commercial:_ 20% rs (Empl.): 10% Trucks: 15% mmercial: 10%D_ *Based on base year throughs LEGEND ® STUDY INTERSECTION — — — SITE BOUNDARY IIISM) 1'REMRICK col !`..I(. ti111: RIII'S NH( I Trucks: 40% USARMY % CORP OF CNGWMS •` 10 Pass -by. A Commercial '� i US Rte 50* SITE \P r `�-41 SITE \ F\ WINCHESTER REGIONAL AIRPORT v I 1 1 1 nRgORI� Cars (Empl.): 10% Trucks: 0% Commer- cial: 10% I'PI RN ¢I„ al,. Cars (Empl.): Trucks:15% TRAFFIC IMPACT FIGURE 5 Pennoni ANALYSIS SITE DISTRIBUTIONS ONE LOGISTICS PARK - WINCHESTER FREDERICK COUNTY, VIRGINIA �,, _ ✓ 'C L 'sties Parrc v�"Svn nester _ Table 1 Rev ugust 2020 One Logistics Park Winchester Revised Land Use Summary rosrinlrnuArB„g FIR (n Assumed Land Uses r2, Land B- Lacalion DF.ASITY Var. USE Rer F. rUivr Rrcidrnrial O rcc Tamp/ormrnt Rr/niI F7¢hur Rrrai/ A'arrs ;.S%1OC at T t,,I G.SF FAR CSF GSF GSF CSF GSF One Lo-istics Park Winchester Revised Land Uses 1 West 21.32 acres Gen. Industrial LUC 110 eq. 2 w ofCoserstone 83.06 acres Gen. Industrial LUC 110 eq. 3 EofCoverstone 12.20 acres fueling Center/Truck Stop asurne 24 fp, LUC 960 4 EofCoversione 6.29 acres Gen. Industrial LUC 110 eq. Open Space Phase 1 34.17 acres Open Space Subtotal Phase 1 157.04 acres Total w/ Phase 1 Gen Ind. % of total Emp. 93% Total Gen Industrial w•/ Phase 1 5 SofPendleton 14.42 acres Flex Industrial Use 55% ware/45% of 6 N of Pendelto❑ 39.42 acres Gen. Industrial LUC 110 eq. 7 East, North of Pendleton 27.26 acres Gen. Industrial LUC 110eq. 8 SE of Rte 50 North of Pcndl 13.21 acres Gen. Industrial LUC 110 eq. Open Space Phase 2 19.49 acres Open Space Subtotal Phase 2 113.80 acres Total w/ Phase 2 Gen Ind. % of total Emp. 66% Total General Industrial w/ Phase 2 Total One Logistics Park Winchester 270.84 acres Total Gen Ind. % of total Emp. 80% 2,995,600 sr 0 0 360,000 0.39 0 0 360,000 0 0 0 0 1,008,000 0.28 0 0 1,008,000 0 0 0 0 27,000 0.05 0 0 0 0 27,000 0 0 96,600 0.35 0 0 96,600 0 0 0 0 0 0.00 0 0 0 0 0 0 1,491,600 0.22 0 0 1,464,600 0 27,000 1,368,000 0 0 231,000 0.37 0 0 231,000 0 0 0 0 580,000 0.34 0 0 580,000 0 0 0 0 420,000 0.35 0 0 420,000 0 0 0 0 273,000 0.47 0 0 273,000 0 0 0 0 0 0.00 0 0 0 0 0 0 1,504,000 0.30 0 0 1,504,000 0 0 1,000,000 0 2,995,600 0.25 0 0 2,968,600 0 27,000 2,368,000 Percentage Mix of Uses 0% 0% 99% 0% 1% Res Empl Comm. 0% 99% 1% Approved Governors Hill Rezoning (3) 270.84 acres Total 1200-2000 st/„0 Mr. A,a 550 2,047,400 U.17 762,4UU 385,000 U yUU,000 U Res Empl Comm. Difference -948_00 37% 19% 44% (1) FAR = Floor Area Ratio: Computed as building site divided by total lot area. Size of ssidennal shol.n as pleceholder. Sce "1-able+ 211 and'_C In, trip generation cn,ti%ity for I ligh-Cube %k arehouw U- as m option (2) Land Uses sh-in for site based on Gordon Concept Pl:uu. June 16. 2020 . (3) From 2008 rezoning: PAR for residential uses ba,ed nn average site R,r 128 1 If and 422 Ap.mment, (r compario,on purpo+e. mll,. Actual residential SI: appml ed m:n tan Pennoni WICKG20001 Cnc Co9�s:- Pa1_1e:n Ec, -_TnoCe12a B&-c One Logistics Park Winchester Table 2A Site Trip Generation Rev August 2020 I-MLand Mr. (4l) AillI'fiAKHOUR I'MPI;AKHOUR DAILY CODE DENSITI' Variable EYE IN OUT 7.07,1r, IN OUT TWA/. (2-trgt9 Il.L TRIPS ARIi I'lfll/l •I,1: I R//'S, SEli !':III/.L` 2!)1-Y)R 7WIP RI'Micno,\'S Phase I Lots I wid 2 : (I.S Gerie1'(ll Lh ht h)dust1'l(ll Uses 110 360.000 ksf General Light Indu,trial m 160,000 ,I' 101 14 1 1 5 12 77 89 1,422 110 1008.000 ksf General Light Iud"'tdal ,, 1,008.000 1 217 30 2,17 24 158 182 3,878 1368.000 ksf 318 44 362 36 23S 271 5,300 Lot 3 . Super C'onv. Or- Geis ,Station 960 24 F.Pos Super C•on-flenceUarkeUGu,Station 337 337 674 276 275 551 5,532 taal Jlilhsood Pike 337 337 674 276 27S 551 5,532 Lot -V as GLmi-al Light hidustl'I(l! Uses 110 96.600 ksF General Light Indnsrial 60 8 68 8 53 61 479 96.600 ksf total en,t Co -'lone Ur GO 8 68 8 53 61 479 Phase 2 Lot ? (is ilex lnduslHell with 55% lrorehousel-1 i% mice (Lees 150 127.100 ksf R•archuu,ing 17 5 22 6 18 24 221 710 >. , 103.900 ksf Geneul 011ice Building 'd 231.000 ,I 95 15 110 18 95 113 1,075 231.000 .a,hlotr,l hn sJlet o[lrcr 112 20 %32 24 113 1 37 1,296 2 31 MO ksf total South Pendleton 112 20 132 24 113 137 1,296 Lots 6-8 as lots 62 as Disli-ihution CD- and lot 8 (is Ind. Park 154 0.000 ksf I lieh-Cube Tnmload and Shoo-1 e 0 0 0 0 0 0 0 154 0.000 ksf Ilich-Cube Transload and Shan -I e 0 0 0 0 0 0 0 130 0.000 ksf Industrial Part. 0 0 0 0 0 0 0 0.000 ksf total north Pendleton 0 0 0 0 0 0 0 Lots 6-8 as General Liehl lndt(st1*11 Uses 110 m.n 580.000 ksf General Light Inan,trial4? 580.000 sf 144 20 164 16 108 124 21256 110 iio.n 420.000 ksf General Light Industrial GP 420,000 A 114 15 129 13 86 99 1,650 110 273.000 ksf General Light Industrial 16 273,000 ,f 83 11 94 10 64 74 1,093 1273.000 ksf total north Pendleton 341 46 387 39 258 297 4,999 Propose(! 1491.600 ksf Phase 1 (5) 715 389 1,104 320 563 883 11,311 1504.000 ksf Phase 2 (5) 453 66 519 63 371 434 6,295 2995.600 ksf Total Trips for \'1)0'1' 527 `Threshold No internal/Pass-by Trips 17,606 Number of Studies AMIPM(Daily) AM Peak Hour PM Peak Hour Dalty Weekday_ IiWec'tive Tril) Rates U, (2-way) htnbo,m4 (2-way) S3nt)ovn4 (2-way) .15/ -1-1 ('10) 110 General Light Industrial ci? 360.000 sf ksf 032 88% 0 25 13% 3.95 110 General Light Industrial Err, 1.00,000 sf ksf 0.25 SS96 OAS 13% 3.85 34/ 47 (29) 150 R'archousing ksf 0.17 77% 0.19 27% 1.7.1 39/ 48 (14) 960 Super Comenience NlarkeUGas Station F. Pos 28.08 if)% 22!96 5090 230.50 4514.1 (40) 110 General Light Industrial ksf 0.70 881h 0.63 1396 4.96 31/32 (27) 130 Industrial Park ksf 0.40 8196 0.40 21% 3.37 I I/ 5 (2.1) 760 R & D Cur ksf 0.42 7596 0.49 15% 11.26 -15144 (40) 110 General Light Industrial r, 580.000 sf ksf 0.28 9896 0.21 1390 3.89 -15/ •14 (40) 110 General Light Industrial a .120,000 sf ksf 0.31 88% 0.2.1 13% 3.93 •151.1.1 (40) 110 General Light Industrial (r� 273,000 sf ksf 0.34 88% 0.27 1.1% 4.00 35/ 32 (66) 710 General Office Building ksf 1.16 86% 1.15 16% 9.7.1 710 General Office Building a 231,000 sf ksf 1.06 86% 1.09 16% 10.35 subtotal lot 5 Iles office ksf 0.57 8.1% 0.59 18% 5.61 (1) Trio Generation Manual (10th Edition), Institute of Transportation Engineers (ITE); 2017 and 10th Edition Supplement (Feb 2020), Average trip rates used, unless noted with "e", then equations used. (2) ITE Land Use Code shown as the fast 3 digits Decimal shown for internal use by Pennons for lookup table for trip rate variable. (3) Effective trip rates calculated by land use: For avenge rates = (Density) x (ave. trip rate) = 2-way Trips x (inbound percentage) for Trips In For ITE equations, "e" noted = (Density) x ( trip equation) = 2-way Trips x (inbound percentage) for Trips In (4) range of uses shown for site in Tables 2B and 2C (5) See Table 2D for internal trip calculations Pennons WICKG20001 One Logistics Park_101h Edition_TrilaGen20_8ind One Logistics Park Winchester Table 2B Rev August 2020 Phase 1 Site Trip Generation Ranges IPE'Twrur7 Usrf ° r�I, Ahf PGxih HOUR PAtt LARIlOC1Rf a rk� aY� DIICY)\r R5 �\� COb -t DGNSI7'1' danil:hfe tISE' a v� t ` +.�(2 „o�, r l _!yT07rft IN DUI'\�� �707A7 ALL TRIPS ARE VEHICLE TRIPS, SEE TABLE 2D FOR TRIP REDUCTIONS Phase 1 Lots 1 and 2: as High Cube Transload Short -Tenn Dist. (Option A) 10 26 36 504 154 ,s,uo 360.000 ksf Iligh-CubeTransloadandShon-Tenn St 22 7 29 154 isnio 1008.000 ksf High-CubeTrausload and Short -Tenn St 62 19 81 28 73 101 1,411 84 26 110 38 99 137 1,915 Lots I and 2: as High -Cube F:dlfillmem Center (ITE Supplement) (Option B) 155 uszm 360.000 ksf High -Cube Fulfillment Ctr Wareh - Non- 44 10 54 23 3S 58 652 155 us.m 1008.000 ksf High-CubeFulfillntentCtrWareh - Non- 122 29 151 63 98 161 1,824 1368.000 ksf 166 39 205 86 133 219 2,476 Lots I and 2 : as Warehouse Uses with ITE Equations (Option C) 150 oiao 360.000 ksf Warehousing @ 400,000 sf 51 15 66 18 50 68 610 150 1008.000 ksf Warehousing @1, 190,700 sf 109 33 142 39 106 145 1,631 1368.000 ksf 160 48 208 57 156 213 2,241 Lots and 2 : as General Industrial Use lvrth ITE Equations (HIGHEST USE) 110 um 360.000 ksf General Light In @ 360,000 sf 101 14 115 12 77 89 1,422 110 1008.000 ksf General Light Industrial @ 1,008,000 sf 217 30 247 24 158 182 3,878 - 1368.000 ksf 318 44 362 36 235 271 5,300 Lots 1 and 2: as Industrial Park Uses with ITE Average (Option C) 130 ouo 1368.000 ksf Industrial Park " 443 104 547 115 432 547 4,610 '" LUC 130 not used for AM/PM peaks, ITE data set no R2 or formulas for larger size buildinf Lot 3 : Truck stop with ITE (Options A-D) 950 9so no 10.000 ksf Truck Stop 133 132 265 120 107 227 4,556 950 9so no 27.000 ksf Truck Stop `** 358 357 715 325 289 614 12,302 950 950210 24 F. Pos Truck Stop (4) 88 84 172 99 103 202 0 950 95a no 24 F. Pos Truck Stop (Daily Derived) (4) 88 84 172 99 103 202 4,037 ... Truck stop higher trips not used, since land bay is not ALL used for heavy veh truck fueling Lot 3 : Super Conv. Or Gas Station (HIGHEST) 960 9aono ,24 F. Pos Super Convenience MarkedGas Station 337 337 674 276 275 551 5,532 'total Millwood Pike 337 337 674 276 275 551 5,532 Lot 4 as Mini -Warehouse Use (Option A) 151 u.no 96.600 ksf Mini -Warehouse 6 4 10 8 8 16 146 Lot as General Industrial Uses Ave (HIGHEST) 110 uui, 96.600 ksf General Light Ind Iastrial 60 8 68 8 53 61 479 Lot 4 as General Ind. Uses Equations (Option B) 110 uozas 96.600 ksf General Light Industrial a 96,600 sf I 38 5 43 5 31 36 424 1491.600 ksf Emphasis on Hi -Cube Ware. I 509 380 889 370 42 786 I 81154 1491.600 ksf Emphasis on Gen Industrial 715 389 1,104 320 563 883 11,311 Number of Studies AM/PM(Daily) AM Peak Hour PM Peak Hour Daily Weekday Effective Trip Rates r3/ (2-way) %Inbound (2-way) %Inbound (2-way) 102/103(91) 154 High -Cube Transloadand Short -Tenn St. ksf 0.08 76% 0.10 28% 1.40 22/22(10) 155 High -Cube Fulfillment CU Warch - Non- ksf 0.15 81% 0.16 40% 1.81 150 Warehousing @ 400,000 sf ksf 0.18 77% 0.19 26% 1.69 150 Warehousing @ 1, 190,700 sf ksf 0.14 77% 014 27% 1.62 110 General Light Industrial @ 360,000 sf ksf 032 88 % 0.25 13 % 3.95 110 General Light Industrial @ 1,008,000 sf ksf 0.25 88% 0.18 13% 3.85 45/44(40) 130 Industrial Park ksf 0.40 81% 0A0 21% 3.37 6/8(4) 950 Truck Stop ksf 26.50 50% 22.70 53% 455.60 1/ 1 (0) 950 Truck Stop F. Pos 7.17 51% 8A2 49% 0.00 950 Truck Stop (Daily Derived) F. Pos 7.17 51% 8.42 49% 168.21 39/ 48 (14) 960 Super Convenience Market/Gas Station F. Pos 28.08 50% 22 96 50% 230.50 11/16(I5) 151 Mini -Warehouse ksf 0.10 60% 0.17 50% 1.51 (1) Trip Generation Manual (10th Edition), Institute of Transportation Engineers (ITE); 2017 and 10th Edition Supplement (Feb 2020); Average trip rates used, unless noted with "e", then equations used. (2) ITE Land Use Code shown as the first 3 digits. Decimal shown for internal use by Pennoni for lookup table for trip rate variable. (3) Effective trip rates calculated by land use. For average rates = (Density) x (ave. trip rate) = 2-way Trips : x (inbound percentage) for Trips In For I 11, equations, "e- noted = (Density) x ( trip equation) = 2-way I rips , x (inbound percentage) for I rips In (4) No Daily Truip rates provided per fueling position, factor based on K value at 0.05 from ratio of PM peak/Daily per LUC 950 per ksf Pennoni WICKG20001 One Logistics Park 10th Edition_TripGen20_8ind One Logistics Park Winchester Table 2C Rev August 2020 Phase 2 Site Trip Generation Ranges 177iLan+llL+r(0) AMPEA KHOUR A11P1:'.fA'HOUR DAMY COD DENSITY Variable USE 1A' OUT TOTAL. IA' 0117' TO7A11 (2-b'a1') ALL %'R//'.S.IH/i Via//('l.li %'ll//',S Sh.'E T-1111.1i 21)1•Y)R TRIP RIi W770AW Phase 2 Lot 5 as Indus•tl•ial Pai-k use (Option A_ 130 i��no 231.000 ksf Indualri;d Park 75 17 92 19 73 92 7 7p ! / 8 Lot 5 as Gen. Inchisti•ial use 1y/ A(l_L)fltill 111 110 231.000 ksf General Light Indu,tri.J 4r 231,000 sl' 1 73 10 93 9 57 66 933 Lot 5 as Flex lvith 55% lvarehouse/d5% office Uces QIIGHAW7) 150 uoua 127.100 ksl' Warchoming 17 5 22 6 18 24 221 710 uoa;o 103.900 ksf (ienera101"iceBuilding 4i 231,000sf 95 15 110 18 95 113 1,075 231.000 suhfolal ha 5)lex otpee 112 20 132 24 113 137 1,296 112 20 132 24 113 137 1,296 231.000 ksf total soul, Pendleton Lots 6-8 (is lots 6,7 (is Dimi7hulimi (.'It- mid lot 8 (LS 117(l. P111-k (�)I)111)11 A)- 1S4 ....., 580.000 kst' Iligh-Cube lr:uxloadandShOrt-Icrni. 35 11 46 16 42 58 812 154 inn •120.000 ksf Ilich-C-uhelru+sloadandShort-Ienu. 213 8 34 12 30 42 588 130 ... n. 273.000 ksf Industrial Pwk 88 21 109 23 86 109 920 1273.000 ksf 101s1 north Pendleton 149 40 I S9 51 158 209 2,320 Lols 6-8 as "Leneral Indusb•ial B'/ Eq. (IIIGIIAST) 110 uo:u 580.000 ksf Genend Light Industrial (n, 580,000 sf 144 20 164 16 108 124 2,256 110 noa+ 420.000 ksf General Light Industrial (%420,000 sf 114 15 129 13 86 99 1,650 110 no:n 273.000 ksf General Liefu Industrial p� 273,000 sf 83 11 94 10 64 74 1,093 1273.000 ksf total north Pendleton 341 46 387 39 258 297 4,999 Lots 6-8 lot 6.7 as Flllf:lhnenl crud lot 8 (is Pies ivith -i 5% wm-ehouse/-15% office Uses (Option 0 155 w no 580.000 ksf I Iigh-Cube Fulillrecnt ('It P'areh - Nor 70 17 87 36 57 93 1,050 155 n+no 420.000 ksl' Iligh-Cube Fulfillment ('it \1-h - Nor 51 12 63 26 41 67 760 150 a 150.200 ksf Warehousing 20 6 26 8 21 29 261 710 m-o 122.800 ksf General finite Building'u 273.0e 109 18 127 21 112 133 1,264 273.000 a+hunal ha SjlcroQur 129 24 153 29 133 162 1,525 250 53 303 91 231 322 3,335 1273.000 ksf total north Pendleton Lots 5-8 as Gen. hichisp•ial use if,/ Ea.. (Option D 110 uor. 1504.000 ksf General Light Industrial,al1.504,000s 292 40 332 31 208 239 5,758 1504.000 ksf Emphasis on Ili -Cube Ware. 362 73 435 115 344 459 4,631 1504.000 Iuf Emphasis on Gen Industrial 453 66 519 63 371 434 6,295 Number of Studies AM/PM(Daily) AM Peak Hour PM Peak Hour Daily Weekday_ Enective Trip Rates rat (2-way) 5lebsvnsl(2-way) %lnboue4(2-way 102/ 103 (91) 154 I ligh-Cube Transload and Short -Perm S ksf 0.08 76".0 0.10 28% 1.40 22/22(10) 155 1 ligh-Cube Fulfillment Ctr Warch - Non ksf 0.15 9146 0.16 40% 1.81 35/32(66) 710 General Office Building ksf 1.16 86% 1.15 16% 9.74 110 General Light Industrial rl 231,000 sf ksf 0.36 88% 0.29 14% 4.04 110 General 1-fight Industrial n 580.000 sf ksf 0.28 88% 0.21 13% 3.89 110 General Light Industrial (r+? 420.000 sf ksf 031 89% 0.24 13% 393 110 General Light Industrial n 273.000.s1 ksf 0.3.1 88% 0.27 14 % 4.00 subtotal lot 5 ilex office 0 0.57 85 % 0.59 18% 5.61 710 General 011iec Building Cy 273,000 sl ksf L03 86% 1.08 16% 10.29 subtotal lot 8 Ilex office 0 0.56 9.1110 0.59 18% 5.59 45/ 44 (40) 110 General Light Industrial G+i 150.1,000 A ksf 0 22 88% 0.16 13% 3.83 (1) Trip Generation Manual (101h Edition), Institute of Transportation Engineers (ITE), 2017 and IOth Edition Supplement (Feb 2020); Average trip rates used, unless noted with "e", then equations used. (2) ITE Land Use Code shown as the first 3 digits. Decimal shown for internal use by Pennoni for lookup table for trip rate variable. (3) Effective trip rates calculated by land use. For average rates = (Density) x (ave. trip rate) = 2-way Trips ; x (inbound percentage) for Trips In For I I h equations, "e" noted = (Density) x ( trip equation) = 2-way I rips ; x (inbound percentage) for 1 rips In Pennoni WICKG20001 One Logistics Park_10th Edition_TfipGen20_8ind One Logistics Park Winchester Table 3 Site Trip Generation w Pass -by Trips with Emphasis on Gen. Industrial Uses Rev August 2020 7TECm1�Uea x1 11-11 td{j IAI PLAN 110UR Ti t `��\ IAI F'Fvfl. HOUR r���� 1�D fllY a- 's CaU1 4€ DFNSIT'Y r le IN OUT TOPAGT �� aUT T02rY� anal 1` ... (N (r }7 ,.. ALL TRIPS ARE VEHICLE TRIPS, SEE. TABLE, 6A-6B FOR HV TRIPS Phase 1 with access to Covet -stone Drive Extended Lot 1,2 & 4lvith Emphasison General Industrial Uses (ivith Land Bav 3 as Comm.) 1,422 110 u-, 360.000 ksf General Light Industrial Qa 360,000 sf I 101 14 115 12 77 89 110 vo.. 1008.000 ksf General Light Industrial @ 1,008,000 s 217 30 247 24 158 182 3,878 110 noun 96.600- ksf General Light Industrial 60 8 68 8 53 61 479. 1464.600 ksf Subtotal 378 52 430 44 288 332 5,779 960 _a 24 F. Pos Super Convenience Market/Gas Station 337 337 674 276 275 551 5,532 71S 389 1,104 320 .563 . 883 ""11,311 149100 Total Trips w/ 27,000 ksf lot 3 Phase 2 with access to Pendleton Drive Extended Land Bay 5 as Flex with 55%warehouse/45%office Uses (HIGHEST) 150 0 127.100 ksf Warehousing 17 5 22 6 18 24 221 710 as 103.900 ksf General ORieeBuilding r@1r231,000sf 95 15 110 18; 95 113 1,075 231.000 subtotal to/ 5 pe>" wee 112 20 132 24 113 137 1,296 r 231.000: ksf total south Pendleton 112 20 132 24 113 137 11296'` Land Bay 6-8 with Emphasis on eeneral Industrial uses 110 — 580.000 ksf General Light Industrial @ 580,000 sf 144 20 164 16 108 124 2,256 110 -, i 420.000 ksf General Light Industrial @ 420,000 sl' 114 15 129 13 :86 " 99 . 1,650 110 mo 273.000 ksf General Light Industrial @ 273,000 sf 83 11 94 10 64 74 1,093 1273.000 ksf total north Pendleton 341 46 387 39 258 '. 297 '. 4,999 1504.000" ksf Total Trips to Pendleton 453 66 519 63 : 371 434 6,295.. Subtotal by Use 2737.600 ksf General Light Iodusuial 719 98 817 83 546 629 10,778 231.000 ksf Fle,ORice/Warelunse 112 20 132 24 113 137 1,296 27.000 ksf Super Convenience Markel/Gas Station 337 337 674 276 275 551 5,532 2995.600 ksf Subtotal 1,168 455 1,623 383 934 1,317 17,606 AAI PAI Trip Adjasrmenls. Par,-Rl-rrrpr -209 -209 -418 -154 .154 -308 -3,043 62% 56% Peak/Doily 55% Gas/Cony (4) -209 -209 -418 -154 -154 -308 -3,043 Internal lofier pass -tit) 0 0 0 0 0 0 0 Tranvt/IValk Trip, 0 0 0 0 0 0 0 Talon Tnp Reductions -209 -209 -418 -154 -154 -308 —3,043 External Trips Phase I 110 1464.600 ksf General Light Industrial 378 52 430 44 288 332 - 5,779 960 24 fP Super Convenience Market/Gas S 128 128 256 122 121 243 2,489 subtotal 506 180 686 166 409 575 8,268 Phase 2 110 231.000 ksf total south Pendleton 112 20 132 24 "' 113 137 1,296 110 1273.000 ksf total north Pendleton 341 46 387. 39 258 .. 297 4,999 subtotal 453 66 519 63 371 434 6,295 24 1464.600 ksf Phase 1 (9) 506 180 686 166 409 575 8,268 1504.000 ksf Phase 2 (8) 453 66 519 63 371 434 69295 Pass -By trips fi,mn Total -25.8 % -23.4 % -17.3 % Internal/Transit Trip Reduction 0.0 % 0.0% 0.0 % Total External Trips With internal/Pass-by/Transit Trip Reductions 14,563 (1) Trip Generation Manual (10th Edition), Institute of Transportation Engineers (ITE), 2017 and 10th Edition Supplement (Feb 2020); Average trip rates used, unless noted with "e", then equations used (2) ITE Land Use Code shown as the first 3 digits Decimal shown for internal use by Pennons for lookup table for trip rate variable. (3) For ITE equations, "enoted = (Density) x ( trip equation) = 2-way Trips , x (,,bound percentage) for Trips In (4) Pass -by trips as the lesser of peak direction, at VDOT guidelines for commercial (15%) and auto related (up to 65%). Trips assigned at site entrances Reductions per ITE Handbook LUC 945 Tables E 37 and E 38 Daily default at 55% (7) Transit trips not assumed (8) See Tables 4A and 4B for heavy vehicle components by use Pennons WICKG20001 One Logistics Park 10th Edition_TnpGen20_8md One Logistics Park Winchester Table 4a Rev Aug. 2020 Phase 1 Site Trip Generation with Heavy Vehicle Traffic by Use (Emphasis on Gen. Ind. Uses) 1TELandUse (112) ;L1//'IiAA/!011K All PE -AK /10UR DAILY CODE DENSITY Vurlahle USE IN OUT TOT.1/, IN 01/7, T07AL (2-u'11}9 ALL TRIPS;I RE VE11WLE' TRII'S (UV TRIP SHOWN 1N UNDERUAlL Phase 1 (3) with access Io Coverslone Drive Fxle)ided 110 nano 1368.000 ksl" General Light Industrial 318 44 362 36 235 271 5,300 1'ereelrulge Ileum Vchnc/c., N) Adjusted from 3"6 to 4% Adjusted from 2% to 5, 0% 8% 1leavv Vehicles 9 5 14 9 5 14 424 Passenger Cars 309 39 348 27 230 257 4,876 All. check I11ltruce based oa huddrue size 177. Sup/7. 5 110 nosm 1369.000 ksl' General Licht Industrial I HV 9 5 14 7 7 14 342 ,hrrA //[,/U:aw rn Ill: OK OK OK 110 n nn 96.600 ksl- General light Industrial 60 8 68 8 53 61 479 Percentrlge Ilear.v I'ehrrh" N) 3.0% 2.0% 8. 0% t-10 Heavy Vehicles 1 1 2 1 0 1 38 Passenger Cars 59 7 66 7 53 60 441 AIL check 111� U•uzy hua•ed on brrrldung .rce /!L .Srrp/7. 1 110 nom 96.600 ksl General Licht Industrial T HV 1 0 1 1 0 1 24 ch-I Ill'he",; lll'mp,,lIF OK OK OK 960 w,ro 24 F. Pos Super Conyeniencc \IarkeVGas Station 337 337 674 276 275 551 5,532 Percenla,i!e /Icary rchrc/es (6) 10% 10% 14% I leavy Vehicles 34 34 68 28 28 56 774 Passenger Cars 303 303 606 248 247 495 4,758 Al/. cheek 111' wins hosed on building size ITE Supp. ? "Ill. 27.000 ksl' Super ConvMarket/Gas(IIV) HV 8 13 21 2 2 4 p/� 180 che"A lll'hr;'6 -n ll'f; OK OK OK Ill/ trips allocated 1)(1sed pass-ll IVE-Vlc'rnal.l'hlts see Table 20 Prr.,., M, 62% 56% 55% Heavy Vehicles 21 21 42 16 16 32 426 Passenger Cars 188 188 376 139 138 277 2,950 See Table 21) Eternal 38% 44% 45% I leavy Vehicles 13 13 26 12 12 24 J48 Passenger Cars 115 115 230 109 109 218 1,808 Phase 1 I leavy Vehicles 44 40 84 38 33 711 1,236 Passenger Cars 671 349 1,020 282 530 812 10,075 Pence)ltage/W 7.6% 8.0% 10.9% Total Trips 715 389 1,104 320 563 883 11,311 (1) Trip Generation Manual (10th Edition), Institute of Transportation Engineers (ITE); 2017 and 10th Edition Supplement (Feb 2020); Average trip rates used, unless noted with "e", then equations used. (2) ITE Land Use Code shown as the first 3 digits. Decimal shown for internal use by Pennoni for lookup table for trip rate variable. (3) Heavy vehicle calculations based on percentage of HV applied to total trips. See Table 5C for ranges of percentages. (4) Heavy Vehicle trips as highest of LUC % based on either weighted average from ITE 10th Edition Supplement Appendix C " Truck Trips as Percent of Total Vehicle Trips" or comparision of trip rates for HV vs. total trips per 1,000. (5) Heavy Vehicle trips checked based on truck trip rate per 1,000 sf and compared to computed truck trips. (6) Heavy Vehicle trip % adjusted to 15-20 peak hour truck transactions, based on Frederick Co., VA site data provided to Pennoni 7-20 from user. Daily estimated trucks for fueling center at app. 650-750 VPD for portion of site. . HV % from ITE 10th Edition Supplement Appendix C " Truck Trips as Percent of Total Vehicle Trips" at 2% AM, 0% PM, and 1% Daily for LUC 960 increaesd to app. potential HV use for 1/3 of the conv. ceter fueling pumps. Truck rates based on sf in ITE. Pennoni WICKG20001 One Logistics Park_10th Edition_TripGen20_8ind One Logistics Park Winchester Table 4b Rev. Aug. 2020 I Phase 2 Site Trip Generation with Heavy Vehicle Traffic by Use (emphasis on Gen. Ind. Uses) ITEI nntl Use t \ r \ AYI1'UAKt7dUR � PM PEAK HOUR AAI7Y f COD \ s b.CNSITX�yv,�'ii>7nGlc v\ f � ijSC \\ r r r 5IN\ OUTS TOTAL y r i OU TOT�IL�, 2 � p ,E e , .s . ✓/ .. ....., i ..�.. .. �� .. .r„v��� �i�,. ..., ..v e, vv i ,��n ice... ,� mny) r .%<m .. ALL TRIPS ARE VEHICLE TRIPS (HV TRIP SHOWN IN UNDERLINE) Phase 2 (3) with access to Pendleton Drive Extended 110 imm 1273.000 ksf General Light Industrial 341 46 387 39 258 297 4,999 Percentage F/eovy Vehicles (4) Adjusted from 3% to 4% Adjusted from 2% to 5. 0% 8% Heavy Vehicles 9 6 15 9 6 15 400 Passenger Cars 332 40 372 30 252 282 4,599 Alt. check HV trips based on building size ITE Supp. (5) 110 iiosio 1273.000 ksf General Light Industrial T HV 8 5 13 7 6 13 ? 318 check HV by %> HV trig in ITE OK OK OK 150 150.5io 231.000 ksf Flex Office/Warehouse 112 20 132 24 113 137 1,296 Percentage Heave Vehicles (4) 12% 15.8% 34.5% Percentage Warehouse to Office hips 16.8% 17.7% 17.1 % % HV Warehse to Office Adj to % HV 30.0% 32.0% 32. 0% Heavy Vehicles 3 2 5 4 3 7 143 Passenger Cars 109 18 127 20 110 130 1,153 Alt. check HV trips based on bzilding size ITE Supp. (5) 150 150S10 231.000 ksf Warehousing T HV 3 2 5 4 3 7 139 check HV by %> HV trip in ITE OK OK OK Phase 2 Heavy Vehicles 12 8 20 13 9 ' 22 543 Passenger Cars 441 58 499 50 362 412 5,752 Percentage HV 3.9% 5.1 % 8. 6% Total Trips 453 66 519 j 63 371 434 6,295 (1) Trip Generation Manual (10th Edition), Institute of Transportation Engineers (ITE); 2017 and 10th Edition Supplement (Feb 2020); Average trip rates used, unless noted with 'e", then equations used. (2) ITE Land Use Code shown as the first 3 digits. Decimal shown for internal use by Pennoni for lookup table for trip rate variable. (3) Heavy vehicle calculations based on percentage of HV applied to total trips. See Table 5C for ranges of percentages. (4) Heavy Vehicle trips as highest of LUC % based on either weighted average from ITE 10th Edition Supplement Appendix C " Truck Trips as Percent of Total Vehicle Trips" or comparision of trip rates for HV vs. total trips per 1,000. (5) Heavy Vehicle trips checked based on truck trip rate per 1,000 sf and compared to computed truck trips. Pennoni WICKG20001 One Logistics Park 10th Edition_TripGen20_8ind I 1 _ 14 1011 ition Sa Tab1e 5C Rev August Heavy Vehicle Percentage Traffic by Use ITE Land Use : oil YGK HOtlR H'111,1acJ(2) RtIPE,1RI10UR Irrd,l vrJQ) DAILY li iA.i.cJ C) C p..ire. C""'A r- CODE ['uriuble QSE :r arc Vi.e Range S.D. Ra1d1000sf d a, -,Sire Range S.D. Refdl0019:f a -,Sc,, Rang,, S.D. Ra7d1000sf Weifzh ted Ave. HV Trips/ Tots! Trips (3) ALL TRIPS ARE ;'THICLE TRIPS ITE 2016 High -Cube Warehouse Satdv 30.8% 21.7% 32.2% 110 ksf Gcnenl Light Industrial 27 0.50% 12% 3% 27 0.20% 4% 2% 27 0-29% 8% S% Per.»t»ge Vehtrre,(4) 1.4% 1. t5'% 5.0 % 1 lea,y Vehielec Rale I E Supp1 27 28 0.07 0.01 27 28 0.02 0.01 28 27 0 31 0.25 Tact Veh hale I"I"[ 45 73 0.65 0.70 44 67 0.68 0.55 -0 -9 4.20 4.96 130 ksl• Indti,nialP:rk 3 10.13% 1% 12% 3 3.13% 5% 10% 3 10-16% 35; 15% Per,t,,tier• u<») re,»rre, N, 10.0% 10.05/1, 16.9% I Ic;rvv Vehicle, Rine I'll' Sunnl 3 260 0 02 0.04 3 260 0 03 0.04 3 260 0.02 0.57 Treat Veh time r11. 31 276 0.37 0.40 32 720 0.41 0.40 27 762 2 60 3.37 150 ks1 W;'ehousing 21 0.71% 22% 13% 23 0.87% 20% 15% 12 0-65% 215; 27% Pere»r»ge Den„ robe,,„ (4) 11.8`% 15.8% 34.5% I leave Vehicle. Rate I1"1: Sunpl. 21 309 0.05 0.02 23 308 0.03 0.03 12 115 086 0.60 "1 "real Vch. Rate i n7 34 451 0.02 0.17 47 400 0.18 0.19 29 285 1.55 1.74 151 ksf Mini-Warchouce 5 0.0% 0% 0% 6 0.0% 0% 0% 6 0.8% 3% 6% 1era•»rage11eo- reht,,lea(4) 10.0% 5.9% 2.6% I leave Vchicicc Rate rrF. Sunlit. 6 SO 0.02 0.01 6 s0 0.01 0.01 6 50 0.05 0.04 Total Veh. Bate ITE 11 65 0.05 0.10 16 54 0.14 0.17 15 52 0.95 1 .D 1 154 ksl• Ili-CubcTmnsload&ShTcnnStorage 90 0-90% 21% 20% 91 0-65% 17% 10% 57 3-52% 11% 16% 1'crccnrnvc {frm;r I'ehtcle., (4) 25.0% /00.00/. 15.7% I lc:rvv Vehicles Rate ITE Sunn1. 90 812 0.01 0.02 91 807 0.01 0.01 57 892 0.16 0.22 Total Vch. Rate ITE. 102 846 0.05 0.09 103 840 0.06 0.01 91 798 0.86 1.40 155 ksf Ili -Cube Fullf llmem Cer ll'arch (5) 11 1-49% 19% 9% 11 2-100% 315'6 7% i NIA N/A 3% Pern•tnage {rea,_,• r'e/».a a (4) 13.3 % 6.3 % 12. 7 % Ilea, Vehicles Ram ITF Sunal. 21 782 0.02 0.02 21 782 0.01 0.01 30 886 0.20 0.23 Toml Veh. Rate ITE 22 783 0.15 0.15 22 783 0.15 0.16 30 886 0.76 1 .S 1 156 ksl Ili -Cube Parcel Ilub Warchoucc 1 N/A N/A 5% 1 N/A N/A I % 1 N/A N/A 9% P,--ge lten.l rehwh , (4, 12.9% 9.4% 7. 5 % I leave Vehicle, Rate ITI: Sunpl. 2 41. N/A 0.09 2 414 N/A 0.06 6 615 1.00 0.58 Total Veh. Rate ITE 4 329 0.21 0.70 4 329 0.27 0.64 8 S-3 S.06 7.75 157 ksl• Ili -Cube Cold Storage\%archnucc 5 18-46% 13% 27% 5 0-45% 1695 23% 32-39% 3% 35% Perot»age If-,n rehierr•, (4) 27.3% 25.0% 35.4e% Ile;- Vchicicc Rate 111: Siam 5 569 0.02 0.03 5 569 0.01 0.03 - 638 0.25 0.75 1 .,al Veh Rate ITE 5 569 0.04 0. 1 1 1 5 S69 0.0. 0.12 5 569 0.73 2.12 (1) I no ueneration manual i ium to n ton). Insunne ui i tans prnanrn et,y its t� cl. tr t anti �vn� cu��itra �upVie�iie��� V� vu cvcvl• ^�"�y� �•,y ,�•�• uxu u...�» ..•�� ..•.. ..v��••�••� used ITE Land Use Code shown as the first 3 digits Decimal shown for internal use by Pennom for lookup table for trip rate variable (2) - = Number of samples. Ave Size - Average building size.. S D = Standard Deviation, Weighted Ave. = From App. C: Comp Ave. = Computed avenge from rates; rate 11000 sf = trip rate per 1000 11 used if higher than v: eighted average (3) ITE Heavy vehicles % as weighted average See Appendix C- Truck Trips as Percent of Total Vehicle Tnps' in Supplement (4) Heavy Vehicle trip % calculated as truck rate per 1.000 sf divided by total vehicle rate per 1.000 sf Calculations by Pennoni Pennoni ITE Suppl 10 App C HV percentage by Use One Logistics Park Winchester TABLE 3: VDOT GROWTH TRENDS March 2018 Revised July 2020 ��,.., _y���\\�vvv", ���\\ova" .' yv,�,v"vvvvv�"vim � ��\Effect►ve Growth:Ratesv\\��w � A\\v\wvv -���� 1�EAR � ,��A11WDT vvvvvvoovovvvv�a�vv�vv�a �•�k 'S. f : �\�\\\\\ �., ,vvvwvvv„�� \ \a� '" "bi" \ � ,vvvvvvvvvvv �,�„ vovvv' ` P t \� F' t � \\�\\\\ \ y\�\\\\ \, gYj f tt( S. < eC,K../'�� y � � f 2019 19,000 0.0% -1.7% 1.1 % -0.5% 2018 19,000 0.0% 0.0% 2.2% -0.5% 2017 19,000 -5.0% 1.8% 2.2% -1.0% 2016 20,000 5.3% 5.6% 3.3% 0.0% 2015 19,000 5.6% 3.8% -1.0% -0.5% 2014 18,000 5.9% 1.9% -2.1 % -1.5% 2013 17,000 0.0% -5.3% -3.2% -1.6% 2012 17,000 0.0% -5.3% -4.1 % -1.1 % 2011 17,000 -15.0% -5.3% -3.2% 2010 20,000 0.0% -1.6% 0.0% 2009 20,000 0.0% 0.0% -1.0% 2008 20,000 -4.8% 0.0% 0.0% 2007 21,000 5.0% 0.0% 2.0% 2006 20,000 0.0% 0.0% 2005 20,000 -4.8% 1.7% 2004 21,000 5.0% 2003 20,000 5.3% 2002 19,000 Avg Growth Rates: 0.2% -0.2% -0.6% -1.0% Pennoni WICKG20001 OneLogisticsParkTIA_VDOTGrowthTrends I PHASE 2 - TRIP GENERATION ' Using the 7th Edition of the lI1Still1te of Transportation Engineers' (ITE) "/�) Generalion Report, PHR+A has prepared Table 8 to S11111111ar1%C the trip gcncration f,or the proposed Phase 2 Governors Hill development. F I Table 8 Proposed Development: Governors hill Development Phase 2 - 2025 Trit) Generation Summ:n , Code Land Use Anmtint A\1 In Peak (lour Out 'Total I'M Peak 11otu• In Out 'Pohl AD.T SAT Peak (lour In Out 'total ADT 220 Apartment 128 units 13 53 66 57 31 Sti 920 36 36 72 7.19 230 •Townhou.dCondo •122imils •19 1(11 213 176 100 275 2,753 128 115 2.17 2,787 7111 Office 385.X)USP 4#5 66 551 87 •I23 51(1 3,767 50 51 II(1 8•12 520 Shopping Center 900,(X)U SI' 565 362 927 .620 1.755 3.375 38,616 2.326 2.1.17 •1,473 4.1 973 suh-Total 1,113 645 1,758 1,940 2,309 •1,248 •16,085 2,549 2,349 •1,902 •19,351 hffemal bil, Reduction (nun 5`;i -15%)• 28 28 56 55 55 109 1,478 37 37 75 1.1.15 Reirtil Pa.s,b). Try, Reduction (man 25C7 11.1 11.1 228 •117 •117 835 9,524 555 555 1.110 11.111 Total 'NcwTri s" 971 503 1,474 1.468 1,537 3.304 35,083 1.957 1.756 3,717 37,095 Per Chapter 527 1 [A regulations by VDOT, 5 %, 107, and 157, internal trip reductions are applied to residential AU 1wak hour. I'M 1—K hour and 24-hour emir., rc�lkcu�cly PHASE 2 - TRIP DISTRIBUTION AND TRIP ASSIGNMENT The distribution of trips for Scenarios 1, 2 and 3, shown in Figures 12a through 12c, respectively, were based upon local travel patterns for the roadway network surrounding the proposed Governors Hill site. Figures 13a through 13c show the corresponding development -generated weekday AM/PM peak hour trips and ADT as well as Saturday mid -day peak hour trips and ADT. 2025 BUILD -OUT CONDITIONS The Governors Hill assigned trips (Figures 13a-13c) were added to the Phase 2 2025 background traffic volumes (Figures lOa-10c) to obtain Phase 2 2025 build -out conditions. Figures 14a through 14c show the Phase 2 2025 build -out weekday ADT and AM/PM peak hour traffic volumes as well as Saturday ADT and mid -day peak hour traffic volumes at key locations throughout the study area for Scenarios 1, 2 and 3, respectively. Figures 15a through 15c show the respective weekday AM/PM peak hour and Saturday mid -day peak hour levels of service and lane geometry. PHR+A has provided Tables 9a through 9c to show the Phase 2 2025 build -out levels of service and 95`I' percentile back of. queue for each lane group for Scenarios 1, 2 and 3, respectively. All SYNCHRO level of service worksheets are included in the Appendix section of this report. 1 PH R+A 1 A Tr•a lic Impact Analysis c)l'Governors Hill Developmeni Project Number: 13415-1-3 August 14, 2008 Page 32 I h' + RESOLUTION Action: PLANNING.COA4MISSION, ;:: October 1, 2014 Recommended Approval BOARD OF SUPERVISORS: October 8' 2014 Cl APPROVED 'DENIED N ORDINANCE AMENDING A� : .THE ZONTN.G.,DIST1 ICT MAP RE' ZONI'N.G #03-14 MINOR PROFFER REVISION OF GOVERNORS HILL VV14EREAS,-Re7oning #034 Minor Proffer Revision of Governors Hill, subihi ted by William I=I . .` Gordon Associates to revise the; coffers associated with- Rezoniii #10-08 arid' 105-l'3 rel" i i`': P g at.ng o, the. "Transp,ortation' , section .o f the proffers «rasjeoizsidexed. The proffer re��ision; originally pi offer'stafeiiient dated Septeinber 2, 2008, with, d final revision dated September 18.;'2014 applies.only`fo the properties owxled.by JGR.Three; L.L.C.;(64 A .86 and �i�l A=81) and does not impact oilier properties•>ideiltified udder the.Governoi s:I ill Pibffer Statemeht. `Illese modifications include tlxe increase:froin 2'O ' 0 to.3 ,00;000 squam� febt'�of offi;ce'floor space wbich.mnay be•A'O'Veloped utilizing:access fromn tlie,completcd pmtlon:of Coverstone Dmive This increase. 'in floor space is. located. in Sections lS:2. and` 15.1'l:-of Ihe proffer stateme It • : • :. WHEREAS, the Planning:Co mbission held a ptiblic meeting on•this'rezonipg on, Octobez and forwarded a'reconimnendation of approval, and "WHEREAS.,- the.Board'of`Supervisorshelda;publionxeetingon:tliisrezoning on:04tobez 8, 201`, and WHEREAS, the,krederick:County Board of$.upervisors finds the approval.o.fthis rezommng. to be.in the best interest of the public health, safety; welfare, and in conformance with; the Comprehensive Policy Plan; NOW, THEREFORE',, BE IT ORDAINED by.tlie rxcd'erick Cotmty..B'oard".of Supervisors that` Chapter 165 .of the Frederick .Cotirity, Code,'Zoning, is: amended`to revise the proffers associated: with Rezoning .10 08, and I#05-13.relaiiiig to.tlie' ranspol'tation", seetiomi ofthe proffers;, Tlima irmmm or. proffer revision, originally proffer statement dated Septernber 2, 2008, -with a:final revision dated September '. 18, 2014, modifies ,the aquare feet of office filoor. space from 200,000 to 300;O:Op,•whmch.ma he Y developed usii�g.access from the completed pottio ' of Coverstoiie Drive. PDRcs. 1130-14 A Aye X �31s �. „ , :�. s ,�., PROFFER STATEMENT REZONING: RZ.1110-08: R4 and RA to R4 PROPERTY: 278.0 Acres +/-: Tax Map & Parcels 64-A-83, 83A, 84, 85, 86, and 87 (the "Property") RECORD OWNER: Carpers Valley Development, LLC and Governors Hill LLC APPLICANT: Carpers Valley Development, LLC and Governors Hill LLC PROJECT NAME: Governors Hill ORIGINAL DATE OF PROFFERS: March 24, 2008 REVISION DATE: September 2, 2008; October 31, 2008; December 8, 2008; January 9, 2009; May 1, 2013; June 17, 2013, July 23, 2013; August 15, 2013; September 6, 2013; September 26, 2013; September 18, 2014 The undersigned owners hereby proffer that the use and development of the subject property ('Property"), as described above, shall be in conformance with the following conditions, which shall supersede all other proffers that may have been made prior hereto. In the event that the above referenced rezoning is not granted as applied for by the Applicant ("Applicant"), these proffers shall be deemed withdrawn and shall be null and void. Further, these proffers are contingent upon final rezoning of the Property with "Final Rezoning" defined as that rezoning that is in effect on the day upon which the Frederick County Board of County Supervisors (the "Board") grants the rezoning. The headings of the proffers set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provision of the proffers. The improvements proffered herein shall be provided at the time of development of that portion of the Property adjacent to or including the improvement or other proffered requirement, unless otherwise specified herein. The term "Applicant" as referenced herein shall include within its meaning all future owners, assigns, and successors in interest. When used in these proffers, the "Master Development Plan" shall refer to the plan entitled "Master Development Plan, Governors Hill" prepared by Patton Harris Rust & Associates, (the "MDP") dated March 2008 revised January 9, 2009. 1. LAND USE 1.1 The project shall be designed to establish intercomiected mixed -use residential and commercial/employment Land Bays in general conformance with the MDP, and as is specifically set forth in these Page 1 of 12 proffers subject to minor modifications as necessary upon final engineering including but not limited to intersection alignments. L2 All development, including street landscaping, shall be accomplished in general conformance with the "Governors Bill, Design and Development Standards", prepared by PHR&A attached hereto and incorporated herein by reference (the "Design and Development Standards"). 1.3 Residential uses shall be prohibited in the area identified as Land Bay 2 on the MDP. Furthermore, Land Bay 2 shall be restricted to those uses pennitted in the General Business (B-2) zoning district as specified in the Frederick County Code Article X, §165-82B(1). 1.4 Except as modified herein, areas of residential development on the Property shall be limited to Land Bay 1 and shall be developed in conformance with the regulations of the Residential Planned Community ("R4") zoning district, including permissible housing types set forth in the Frederick County Code Article VII, §165-67 through §165-72, as cross-referenced to Article Vl, § 165-58, through § 165-66. Unit types and lot layouts within residential Land Bays inay comprise any of the permitted unit types as set forth in the Design and Development Standards, and authorized for the R4 district, and these Proffers. 1.5 Residential development on the Property shall not exceed 550 dwelling units, with a mix of housing types permitted in the R4 district. Multi- family units, as defined by the Design and Development Standards, shall not exceed 50% of the total number of dwelling units developed in the project. No residential structures shall be closer than 2000 feet from the centerline of the existing Winchester Airport runway. L6 Prior to the Property exceeding 1,285,000 square feet of commercial building floor area, the Applicant shall submit to the County a revised Traffic Impact Analysis (TIA) for the Property. The total permitted commercial building floor area may increase provided that the Applicant completes a revised traffic impact analysis which identifies the impacts of trips for commercial development in excess of 45,815 Average Daily Trips (ADT) and mitigation, if necessary for said impacts is provided by the Applicant in a form that is acceptable to the County and VDOT. 2. CONSTRUCTION OF A UNIFIED DEVELOPMENT 2.1 The Property shall be developed as one single and unified development in accordance with applicable ordinances and regulations for the R4 zoning district, the MDP as approved by the Board, and* this Proffer Statement, Page 2 of 12 I I 11 F i14. ENVIRONMENT: 14.1 Stormwater management and nest Management Practices (BMP) for the Property shall be provided in accordance with the Virginia Stormwater Management Regulations, First Ed. 1999, Chapter 2, Table 2-3. 14.2 The Applicant shall provide notice in all sales literature, in covenants, conditions and restrictions for any Property Owners' Associations, of the adjacency of the Wincliestcr Regional Airport. The Applicant shall provide noise attenuation treatment for all residential units. 15. TRANSPORTATION: 15.1 The major roadways to be constructed on the Property shall be constructed in the locations depicted on the MDP, with reasonable adjustments permitted for final engineering. 15.2 Excluding 300,000 square feet of office uses which may be developed at any time utilizing access to the existing completed portion of Coverstone Drive, the Applicant shall design and constrict Coverstone Drive as a full section with raised medians on a minimum 90' right-of-way, utilizing the following phasing schedule: ' PHASE 1: Phase 1 shall consist of the full four lane section including a ten -foot trail from Millwood Pike to the first intersection on Coverstone Drive as depicted on the MDP from Point A to Point B. Said roadway shall be constructed to base asphalt prior to issuance of a certificate of occupancy for any commercial building for the Property and/or prior to issuance of a building pernut for any residential units, excluding model homes, located in Land Bay 1. Phase 1 improvements shall consist of all necessary improvements, including signalization when warranted by VDOT, to create a four way intersection at L the existing intersection of lnverlee Way and Millwood Pike as shown on the MDP. Page 7 of 12 PHASE 2: Phase 2 shall consist of construction of a two lane section of Coverstone Drive from Point B to Point C as depicted on the MDP. Said roadway improvements shall be completed prior to issuance of a certificate of occupancy for any use that would cause the Property to exceed 400,000 square feet of commercial building area. PHASE 3: Phase 3 shall consist of construction of the remaining two lane section of Coverstone Drive from Point B to Point C as depicted on the MDP. Said roadway improvements shall be completed prior to issuance of a certificate of occupancy for any use that would cause the Property to exceed 800,000 square feet of commercial building area. PHASE 4: The Applicant shall design Coverstone Drive Extended as a four - lane section from Prince Frederick to Relocated Route 522 as depicted from Point D to Point E or for a maximum distance of 800 feet when the alignment of Relocated 522 has been determined by VDOT, and the right of way for this segment of Coverstone Drive has been acquired by VDOT or Frederick County. In the event that the alignment for relocated Route 522 has not been determined or if the right of way for Coverstone Drive Extended is not secured by June 30, 2018 then the Applicant shall pay to the County $20,000 for transportation improvements within the vicinity of the Property in lieu of designing said portion of Coverstone Drive. The Applicant shall further pay to the County $1,000 for each permitted residential unit as a contribution towards the future construction of Coverstone Drive Extended, but if the conditions above have not been met by June 30, 2018 then these funds may be used for other projects in the vicinity of the Property that have a rational nexus to the Property. Such funds shall be paid at the time of building permit issuance for each of the permitted residential units, 15.3 Notwithstanding any other provisions of these proffers, the Applicant shall construct Coverstone Drive as a full four - lane section as required in Proffer 15.2 fi•om Millwood Pike to Prince Frederick Drive prior to November 1, 2025. A median break and eastbound left turn lane shall be constructed at the existing Millwood Pike and Inverlee intersection prior to November 1, 2015. Page 8 of 12 L.l� � i LJ ' 15.4 The Applicant shall design and construct Tazewell Road as shown on the MDP as a minimum two lane roadway within a variable width right of way with a maximum right of way width of 60' to provide access to residential uses within Land Bay I and other commercial areas of Land Bay 2. Said 60' right of way width shall be required for Tazewell Road between Coverstone Drive and Pendleton Drive. The right of way and road width shall decrease for the remaining portions of Tazewell Road. Said roadway shall be constructed in phases as needed for future subdivision plans. Furthermore, no certificate of occupancy for any residential dwelling that is served by Tazewell Road, excluding model homes, shall be issued until such time that access to Land Bay I from Millwood Pike is provided via Coverstone Drive and Tazewell Road, 15.5 The Applicants shall pay to the County the amount of $75,000 for signalization or other road improvements at the intersection of Millwood Pike (US Route 50) and Victory Road (Route 728). Such funds shall be paid within sixty (60) days of the issuance of the first residential building permit in Land Bay 1. 15.6 The Applicants shall pay to the County the amount of $175,000 for signalization or other road improvements at the intersection of Costello Drive and Prince Frederick Drive. Such funds shall be paid within sixty (60) days of receiving written request from the County and VDOT after acceptance of Phase 2 Coverstone Drive Improvements per Proffer 15.2 into the State highway system, 15.7 Access to Millwood Pike shall be limited to Coverstone Drive as shown on the MDP with the exception of the private driveway currently serving TM 64-A-83B. The Applicant shall close said driveway once access is provided to TM 64-A-83B via the internal residential street network as depicted on the MDP. Additionally, the Applicant shall close the existing crossover previously used for access to the golf course concurrent with Phase 1 inprovements as provided by Proffer 15.2. 15.8 All public right-of-ways shall be dedicated to Frederick County as part of the subdivision approval process, consistent with applicable Virginia law. 15.9 All public streets and roads shall be designed in accordance with the Virginia Department of Transportation specifications, subject to review and approval by Frederick County and VDOT. 15.10 All private streets and roads shall be constructed in accordance with the current Virginia Department of Transportation structural standards, and as may be modified by the County, and shall be owned and maintained by the Property Owners Association served by such streets or roads. Page 9 of 12 n 1511 The design of off -site road improvements shall be in general conformance with the plan entitled "Governors Hill Road Improvements" Sheets 1-2, as prepared by Patton Harris Rust and Associates, dated October 30, 2008. Excluding 300,000 square feet of office uses which may be developed at any time utilizing access to the existing completed portion of Coverstone Drive, off -site improvements shall be constructed in three phases as depicted on the aforementioned plans as follows: Phase A: Phase A improvements shall consist of improvements at the intersection of Millwood Pike/Inverlee Way/Coverstone Drive and shall be completed coincident with Phase 1 Coverstone Drive construction per Proffer 15.2. Phase B: Phase B improvements shalt consist of improvements at the intersections of Millwood Pike/Prince Frederick Drive and Prince Frederick Drive/Costello Drive. Phase B improvements shall be completed coincident with Phase 2 Coverstone Drive construction per Proffer 15.2, Phase C: Phase C improvements shall consist of improvements at the intersection of Millwood Pike/Sulphur Spring Road. Phase C improvements shall be completed coincident with Phase 3 Coverstone Drive construction per Proffer 15.2. 15.12 The Applicant shall make good faith efforts to obtain any off site right of way needed to complete any proffered off -site transportation improvements. In the event that the Applicant is not able to obtain the Tight of way and, further, the County and/or State of Virginia do not obtain the necessary right of way, in lieu of constructing the road improvement, the Applicant shall provide a monetary contribution to Frederick County that is equivalent to the estimated construction cost of those road improvements that could not be implemented. The construction cost estimate shall be subject to review and approval by VDOT. The monetary contribution shall coincide with the commercial area threshold that triggers the off -site road improvement as identified in Proffer 15.11. 15.13 Any future transportation analyses which may be required for the Property, shall utilize Code 820 "Retail" per the I.T.E. Trip Generation Manual 7th Edition for any commercial use other than office use, Page 10 of 12 1 1 i Appendix B L� I One Logistics Park Winchester Traffic Impact Study I Frederick County, Virginia inia IWICKG20001 Revised December 2020 0 0 ' Highway Capacity Manual 2010 ' Signalized intersection level of service (LOS) is defined in terms of a weighted average control delay for the entire intersection. Control delay quantifies the increase in travel time that a vehicle experiences due to the traffic signal control as well as provides a surrogate measure for driver discomfort and fuel consumption. Signalized intersection LOS is stated in terms of average control delay per vehicle (in seconds) during a specified time period (e.g., weekday PM peak hour). Control delay is a complex measure based on many variables, including signal phasing and coordination (i.e., progression of movements through the intersection and along the corridor), signal cycle length, and traffic volumes with ' respect to intersection capacity and resulting queues. Table 1 summarizes the LOS criteria for signalized intersections, as described in the Highway Capacity Manual 2010 (Transportation Research Board, 2010). Table 1. Level of Service Criteria for Signalized Intersections Average Control Delay Level of Service (seconds/vehicle) General Description A 510 Free Flow B >10 — 20 Stable Flow (slight delays) C >20 — 35 Stable flow (acceptable delays) D >35 — 55 Approaching unstable flow (tolerable delay, occasionally wait through more than one signal cycle before proceeding) E >55 — 80 Unstable flow (intolerable delay) ' F' >80 Forced flow (congested and queues fail to clear) Source: Highway Capacity Manua12010, Transportation Research Board, 2010. 1. If the volume -to -capacity (v/c) ratio for a lane group exceeds 1.0 LOS F is assigned to the individual lane group. LOS for overall approach or intersection is determined solely by the control delay. Unsignalized intersection LOS criteria can be further reduced into three intersection types: all -way stop, two-way stop, and roundabout control. All -way stop and roundabout control intersection LOS is expressed in terms of the weighted average control delay of the overall intersection or by approach. Two-way stop - controlled intersection LOS is defined in terms of the average control delay for each minor -street movement (or shared movement) as well as major -street left -turns. This approach is because major -street through vehicles are assumed to experience zero delay, a weighted average of all movements results in very low overall average delay, and this calculated low delay could mask deficiencies of minor movements. Table 2 shows LOS criteria for unsignalized intersections. Table 2. Level of Service Criteria for Unsignalized Intersections Level of Service Average Control Delay (seconds/vehicle) A 0-10 B >10-15 C >15-25 D >25 — 35 E >35 — 50 F' >50 Source: Highway Capacity Manual 2010, Transportation Research Board, 2010. 1. If the volume -to -capacity (v/c) ratio exceeds 1.0, LOS F is assigned an individual lane group for all unsignalized intersections, or minor street approach at two-way stop -controlled intersections. Overall intersection LOS is determined solely by control delay. I fl ' One Logistics Park Winchester Traffic Impact Study Ll Frederick County, Virginia IWICKG20001 Appendix C Revised December 2020 �%�hJLU.aJL 110 South Poplar Street ' Wilmington, DE File Name : 3-181 SB ramps and Millwood Pike Site Code : ' Start Date : 11/14/2017 Page No : 1 61-oups Printed- car 1-S I S13 Off Millwood Ave 1-81 S13 On Millwood Ave sorthbound Westbound Northbound Easthound Start Tillie Righl Ihn, 1.01 1'cd, App Im.d Right Ihnl Ldt I'cas All, n,IM Itighl 'I hm 1.01 P1,11 App lor.,l Itighl Ihru Lot 1'cds Al", Dial Im lw.'l 07:00 AM 50 0 0 0 50 0 15.1 13 0 167 0 0 0 2 2 27 160 0 0 187 •106 07:15 ANI 66 0 0 0 66 0 220 25 0 2.15 0 0 0 0 0 32 186 0 0 218 529 07:30rANI Its 0 0 0 1 Is 0 260 35 0 295 0 0 0 2 2 36 218 0 0 254 669 07:45 ANI 1.16 0 0 11 1-16 0 358 23 0 381 0 0 0 1 1 35 193 0 0 228 756 Total 380 0 0 0 380 0 992 96 0 loss 0 0 0 5 5 130 757 0 0 887 2360 08:00AN1 10.1 0 0 0 1011 0 2•10 34 0 274 0 0 0 0 0 32 IRI 0 0 213 591 08:15 AN 98 0 0 0 98 0 257 33 0 290 0 0 0 1 1 39 18G 0 0 225 614 08:30 ANI 79 0 0 II 79 0 272 31 0 303 0 0 0 0 0 •16 171 0 0 217 599 0S:•15 ANI 11.1 0 0 0 11.1 0 250 28 0 278 0 0 0 1 1 32 176 0 0 208 601 Total 395 0 0 U 395 0 1019 126 0 11.15 0 0 0 2 2 1.19 71.1 0 0 863 2.105 09:00AM 70 0 0 U 70 0 229 22 0 2.5 0 0 0 2 2 40 153 o I 19.1 517 09:15 AN1 95 0 ll 0 95 0 251 20 0 271 0 0 0 0 0 -111 1,13 0 0 187 553 09:30 ANI 95 0 0 0 95 0 196 17 0 213 0 0 0 0 0 33 1S6 0 0 219 527 09:45 ANI 90 0 0 0 90 0 242 15 0 257 0 0 0 0 0 2.1 198 0 0 222 569 '1•olal 10:00ANI 350 75 0 0 0 0 0 0 350 75 0 0 91s 243 74 15 0 992 0 0 258 0 0 0 0 0 2 2 2 2 141 42 680 230 0 0 1 0 S_"_ 272 2166 607 10:15 ANI SI 0 0 0 81 0 207 22 0 229 0 0 0 0 0 .1.1 235 0 0 279 589 10:30 AM 73 0 0 1 74 0 235 26 0 261 0 0 0 0 0 56 213 0 0 269 604 10:45 ANI 56 0 1 0 57 0 250 23 0 273 0 0 0 1 1 51 233 0 0 284 615 ' Total 285 0 1 1 287 0 935 86 0 1021 0 0 0 3 3 193 911 0 0 1104 2415 11:00 ANI 73 0 0 0 73 0 215 26 0 241 0 0 0 1 1 46 237 0 0 283 598 11:15 AM 77 0 0 0 77 0 228 is 0 246 0 0 0 0 0 49 257 0 0 306 629 11:30 ANI 78 0 0 0 78 0 276 24 0 300 0 0 0 0 0 33 273 0 0 306 68-1 11:45AM 75 0 0 0 75 0 252 14 0 266 0 0 0 0 0 51 282 0 0 333 674 Total 303 0 0 0 303 0 971 82 0 1053 0 0 0 1 1 179 10.19 0 0 1228 2585 12:00 PNI 98 0 0 0 98 0 280 29 0 309 0 0 0 1 1 47 252 0 0 299 707 12:15 PNI 58 0 0 0 58 0 26-1 2-1 0 288 0 0 0 1 1 51 281 0 0 332 679 12:30I'NI 82 0 0 0 82 0 33.1 22 0 356 0 0 0 0 0 5I 307 0 0 359 796 12:45I'NI 77 0 0 0 77 0 283 41 0 324 0 0 0 1 1 51 30-1 0 0 355 757 Total 315 0 0 0 315 0 1161 116 0 1277 0 0 0 3 3 200 11.1.1 0 0 13.1.1 2939 01:0011N1 86 0 0 0 86 0 312 27 0 339 0 0 0 0 0 66 311 0 0 377 802 01:15 PNI 74 0 0 0 74 0 268 30 0 298 0 0 0 I I 48 296 0 0 3-1-1 717 01:30 PNI 75 0 0 0 75 0 258 23 0 2S) 0 0 0 I I 56 31.1 0 0 370 727 01:451'N1 71 0 0 0 71 0 277 27 0 304 0 0 0 2 2 57 316 0 0 373 750 Toull 306 0 0 0 306 0 1115 107 0 1222 0 0 0 4 4 227 1237 0 0 1,16.1 2996 02:001'M 62 0 1 0 63 0 254 27 0 281 0 0 0 0 0 75 328 0 0 -103 7.17 02:15 PNI 76 0 0 0 76 0 254 20 0 274 0 0 0 0 0 64 27.1 0 0 338 688 02:30 PNI 76 0 0 0 76 0 252 36 0 318 0 0 0 0 0 61 319 0 0 380 77.1 02:451'NI 83 0 0 0 83 0 281 47 0 328 0 0 0 1 1 73 277 0 0 350 762 Tool 297 0 1 0 298 0 1071 130 0 1201 0 0 0 1 1 273 1199 0 0 1-171 2971 03:00 PNI SI 0 0 0 81 0 240 43 0 283 0 0 0 0 0 78 344 0 0 422 786 03:15 PNI 79 0 0 0 79 0 274 31 0 305 0 0 0 1 1 79 326 0 0 405 790 03:30 PM 82 0 0 0 82 0 293 46 0 339 0 0 0 1 1 97 325 0 0 422 844 03:45 PM 109 0 0 0 109 0 297 24 0 321 0 0 0 5 5 77 336 0 0 413 848 -Iolal 04:00 PM 351 96 0 0 0 0 0 0 351 96 0 0 1104 308 144 52 0 1248 0 0 360 0 0 0 0 0 7 0 7 0 331 89 1331 306 0 0 0 0 1662 395 3268 851 04:15 PM 95 0 0 0 95 0 286 40 0 326 0 0 0 0 0 85 331 0 0 416 837 04:30 PM 94 0 0 0 84 0 314 39 0 353 0 0 0 I 1 102 336 0 0 438 876 04:45 PNI 100 0 0 0 100 0 301 36 0 337 0 0 0 0 0 91 347 0 0 -138 875 'Iotal 375 0 0 0 375 0 1209 167 0 1376 0 0 0 1 1 367 1320 0 0 1687 3439 05:00 PM 123 0 0 0 123 0 269 40 0 309 0 0 0 0 0 100 355 0 0 455 887 05:15 PNI 95 0 0 0 95 0 362 36 0 398 0 0 0 0 0 106 3.12 0 0 448 9.11 05:30 PM 82 0 0 0 82 0 314 34 0 348 0 0 0 0 0 97 3,16 0 0 443 873 05:45 PM 119 0 I 0 120 0 319 39 0 358 0 0 0 0 0 45 278 0 0 323 801 'Iolal 419 0 I 0 420 0 12G4 149 0 1413 0 0 0 0 0 348 1321 0 0 1669 3502 06:00 PM 79 0 0 0 79 0 289 24 0 313 0 0 0 0 0 52 285 0 0 337 729 06:15 PNI 77 0 0 0 77 0 251 26 0 277 0 0 0 0 0 64 273 0 0 337 691 06:30 PM 82 0 0 0 82 0 219 23 0 242 0 0 0 0 0 51 223 0 0 274 598 06:45 PM 67 0 0 0 67 0 194 26 0 220 0 0 0 0 0 51 210 0 0 261 548 Toull 305 0 0 0 305 0 953 99 0 1052 0 0 0 0 0 219 991 0 0 1209 2566 Grand Total 4081 0 3 1 4085 0 12712 1376 0 14089 0 0 0 29 29 2756 12653 0 I 15,110 33612 Apprcll % 999 0 0.1 0 0 90.2 9.9 0 0 0 0 100 17.9 82.1 0 0 Toull'% 12.1 0 0 0 12.2 0 37.9 4.1 0 41.9 0 0 0 0.1 0.1 8.2 37.6 0 0 45.8 alltn! �t%1\.✓ it 110 South Poplar Street Wilmington, DE 1-81 SB Off Millwood Ave 1-81 SB On Southbound Westbound Northbound Start "fine Right Thru Left App. Total Right Thru Left App. Total _ Right Thru __ Left _ App. Total Right Peak Hour Analysis Prom 07:00 AM to 1 145 AM - Peak 1 of I Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 118 0 0 118 0 260 35 295 0 0 0 0 36 07:45 AM 146 0 0 146 0 358 23 381 0 0 0 0 35 08:00 AM 104 0 0 104 0 240 34 274 0 0 0 0 32 08:15 AM 98 0 0 98 0 257 _ 33 _ 290 _ 0 0 0 0 39 Total Volume 466 0 0 466 0 1115 125 1240 0 0 0 0 142 App. Total 100 0 0 0 .89.9 10.1 0 _ _ 0 0 15.4 PIIP .798 .000 .000 .798 .000 .779 .893 .814 .000 .000 .000 .000 .910 Peak Hour Analysis Prom 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 10o 0 0 100 0 301 36 337 0 0 0 0 91 05:00 PM 123 0 0 123 0 269 40 309 0 0 0 0 100 05:15I'M 95 0 0 95 0 362 36 398 0 0 0 0 106 _ 05:30PM 82 0 0 82 0 _ 314 34 348 0___ 0 0 97 Total Volume 400 0 0 400 0 1246 146 _ 1392 0 _ 0 0 _ _0_ _ 0 394 % App. Total 100 0 0 _ _0_ 89.5 10.5 _ 0 0 0 22.1 _ PHE .813 .000 .000 .813 .000 .860 .913_ .874 .000 .000 _ .000 _ .000 .929 Ij Millwood Ave Eastbound Thru Left App. Total lilt Total 193 0 228 755 181 0 213 591 186 0 225 613 778 0 920 2626 84.6 0 .892 .000 .906 .870 347 0 438 875 355 0 455 887 342 0 448 941 346 0 443 873_ 1390 0 1784 3576 77.9 0 .979 .000 .980 .950_� I � I � I � I � I � I I I I I I I I I I I I I I 110 South Poplar Street ' Wilmington, DE File Name : 3-181 SB ramps and Millwood Pike Site Code : Start Date : 11/14/2017 Page No : 1 Groups Printed- Truck 1-81 S13 (AT Millwood Ave 1-81 S13 On Nllllwood Ave Southbound Westbound Northbound Eastbound Start Tillie It'ght IIm, Left Pods App local Right Ihm Left Pcd} App Imal Right Ihm L01 I'cd, npp local Riphl Ih", Left 1'cdt Al", loal Im. lout 07:00 A\I 5 ll 0 0 5 0 9 1 0 10 0 0 0 ll Il3 3 U 0 6 21 117:15 ANt 5 0 0 0 5 0 2 2 0 •1 0 0 (l (l (1 1 S 0 0 9 IS (17:30 A\t 7 0 0 0 7 0 6 3 0 9 0 0 (l 0 (1 2 3 0 0 5 21 07:45 A\I 5 0 0 0 5 0 12 1 0 13 0 0 0 0 0 1 7 0 0 S 26 Toud 22 0 0 0 22 0 29 7 0 36 0 0 0 0 0 7 21 0 0 28 86 AM 2 Il 0 0 2 0 S 2 0 10 0 0 0 Il 0 3 13 0 0 16 28 (ZOS:00 :15 AN I 3 0 0 0 3 (1 6 3 0 9 0 0 0 0 1) t 3 0 0 6 IS 08:30 A\I 2 0 1 0 3 0 5 2 O 7 0 (1 0 0 0 6 6 0 0 12 22 08:45 Ant 5 11 0 0 5 0 S 2 0 10 0 0 0 0 0 2 6 0 0 S 23 Total 12 Il 1 0 13 0 27 9 0 36 0 0 0 0 0 1 1 28 ll 0 •12 91 09:00:Ant 3 0 0 0 3 0 a 1 0 5 0 0 0 0 0 2 7 0 0 9 17 09:15 AN I 0 0 0 3 0 7 5 0 12 0 ll 0 Il 0 2 9 0 0 11 26 09: 30 A\t 4 0 0 0 •1 0 9 •1 0 13 0 0 0 0 0 S 0 0 11 28 09:45 AM 6 0 0 0 6 0 6 0 0 6 0 0 0 0 ll 4 10 0 0 1.1 26 '101n1 10:00 AN 16 2 0 0 0 0 0 0 16 2 0 0 26 7 10 2 0 36 0 0 9 0 0 0 0 0 0 0 0 0 II 6 34 3 0 0 0 0 45 9 97 20 10:15 A\I 6 0 0 0 6 0 14 1 0 15 0 0 0 0 0 7 10 0 0 17 38 10:30 A\I 4 0 0 0 4 0 2 4 0 6 0 0 0 0 0 1 10 0 0 11 21 10:45 AM 6 0 0 0 6 0 7 2 0 9 0 0 0 0 0 0 11 0 0 11 26 ' Total IS 0 0 0 IS 0 30 9 0 39 0 0 0 0 0 1-1 34 0 0 48 105 11:00 AM 6 0 0 0 6 0 10 1 0 11 0 0 0 (l 0 2 10 0 0 12 29 11:15AM 2 0 0 0 2 0 4 6 0 10 0 0 0 0 0 3 6 0 0 9 21 11:30AN1 2 0 0 0 2 0 4 0 0 4 0 0 0 0 0 .1 Id 0 0 IS 24 11:45 A\I •1 0 0 0 4 0 4 1 0 5 0 0 0 0 0 1 9 0 0 10 19 'loud I-1 0 0 0 14 0 22 S 0 30 0 0 0 0 0 10 39 0 0 49 93 12:00 P\f 2 0 0 0 2 0 10 1 0 11 0 0 0 0 0 1 6 0 0 7 20 12: 15 P\I 2 0 0 0 2 0 10 5 0 15 0 0 0 0 0 4 11 0 0 15 32 12:30 P\t 20 0 0 2 0 •1 S 0 12 0 0 0 0 0 I S 0 0 9 23 ' 12:45 P\t •1 0 0 0 •1 0 3 2 0 5 0 0 0 0 0 I 4 0 0 5 1.1 Total 10 0 0 0 10 0 27 16 0 43 0 0 0 0 0 7 29 0 0 36 89 01:001'\1 3 0 0 0 3 0 6 4 0 10 0 0 0 0 0 1 i 0 0 6 19 P\1 4 0 0 0 4 0 10 0 0 10 0 0 0 0 0 I 7 0 0 S 22 '01:15 01:30 PAI 0 0 0 0 7 3 0 10 0 0 0 0 0 I 5 0 0 6 19 01:45 P\I .1 0 0 0 4 0 4 3 0 7 0 0 0 0 0 2 S 0 0 10 21 1'01:11 1.1 0 0 0 14 0 27 10 0 37 0 0 0 Il 0 5 25 0 0 30 SI 02:00 P\1 2 0 0 0 2 0 J 1 0 S 0 0 0 (1 0 3 Is 0 0 21 31 02:15 P\I 1 0 0 0 1 0 4 3 0 7 0 0 0 0 0 0 S 0 0 S 16 02:30 PNI 3 0 0 0 3 0 7 4 0 11 0 0 0 0 ll 2 14 0 0 16 30 02:451'M 2 0 0 0 2 0 6 5 0 11 0 0 0 0 0 0 9 0 0 9 22 Total S 0 0 0 S 0 21 16 0 37 0 0 0 0 0 5 49 0 0 54 99 03:00 P\t 4 0 0 0 4 0 S 2 0 10 0 0 0 0 0 0 3 0 0 3 17 03:15 Pn4 1 0 0 0 1 0 2 3 0 5 0 0 0 0 0 1 13 0 0 14 20 03:30I'M 4 0 0 0 4 0 3 1 0 4 0 0 0 0 0 I 5 0 0 6 14 03:45 PM 2 0 0 0 2 0 7 2 0 9 0 0 0 0 0 0 11 0 0 11 22 'Total II 0 0 0 II 0 20 S 0 29 0 0 0 0 0 2 32 0 0 34 73 04:00 PM 2 0 0 0 2 0 6 1 0 7 0 0 0 0 0 2 1 0 0 3 12 04:15 P\4 1 0 0 0 4 0 3 1 0 4 0 0 0 0 0 2 7 0 0 9 17 04:30 111\4 1 0 0 0 4 0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 14 04:45 PNI 0 0 0 0 0 0 1 1 0 2 0 0 0 ll 0 1 5 0 0 6 S Iotal Ill 0 0 0 10 0 15 3 0 IS 0 0 0 0 0 5 IS 0 0 23 51 05:00 PNt 2 ll 0 0 2 0 6 3 0 9 0 0 0 0 0 2 3 0 0 5 16 05:15 PNt 3 O 0 0 3 0 3 1 0 4 0 0 0 0 ll 2 3 0 0 5 12 05:30 PM 2 0 0 0 2 0 5 0 0 5 (l 0 0 0 0 0 1 0 0 1 S 05:45I'M 2 0 0 0 2 0 1 2 0 3 0 0 0 0 0 1 5 0 0 6 11 1 'Dotal 9 0 0 0 9 0 15 6 0 21 0 0 0 0 0 5 12 0 0 17 47 06:00 PM 4 0 0 0 4 0 3 1 0 4 0 0 0 0 0 (l 2 0 0 2 10 06:15 PM 0 0 0 0 0 0 1 2 0 3 0 0 0 0 (l 2 5 (l 0 7 10 06:30 P::NI 2 0 0 0 2 0 I I 0 2 0 0 0 0 0 0 I 0 0 1 5 06:45 PN1 1 0 0 0 1 (l I I 0 2 0 0 0 0 0 1 2 0 0 3 6 'folnl 7 0 0 0 7 0 6 5 0 11 0 (l (l (l 0 3 10 0 0 13 31 Grand Total 151 0 1 0 152 0 265 107 0 372 0 0 0 0 0 SS 331 0 0 419 943 Apprch % 99.3 0 0.7 0 0 71.2 28.8 0 0 0 0 0 21 79 0 0 'fold % 16 0 0.1 0 16.1 0 25.1 11.3 0 39.4 0 0 0 0 (l 9.3 35.1 0 0 44A RJUX 110 South Poplar Street Wilmington, DE I-81 SB Off Millwood Ave I-81 SB On Southbound Westbound Northbound Start'I line Right _ Thru Left App. Total Right Thru Leo_ App. Total _ _Right Thru Left App. Total Peak I lour Analysis Prom 07:00 AM to 11:45 AM - Peak I of I Peak Hour for Entire Intersection Begins at 10:15 AM 10:15AM 6 0 0 6 0 14 1 15 0 0 0 0 10:30 AM 4 0 0 4 0 2 4 6 0 0 0 0 10:45 AM 6 0 0 6 0 7 2 9 0 0 0 0 11:00AM 6 0 0 _ 6_ 0 10 1 _ _ II 0 0 0 0 Total Volume 22 0 0 22 0 33 8 41 0 0 0 0 App Total IN 0 0 _ 0 80.5 19.5 _ 0 0 0 PI IF .917 .000 .000 .917 _.000_ .589 .500 .683 .000 _ .000 _ .000 .000 Peak Hour Analysis Prom 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 1 1 2 0 0 0 0 05:00I'M 2 0 0 2 0 6 3 9 0 0 0 0 05:15 PM 3 0 0 3 0 3 1 4 0 0 0 0 05:30 PM 2 0 0 2 0 5 _ 0 5 _ _ 0 0_ 0_ 0 'total Volume 7 0 0 7 0 15 5 20 0 0 0 0 App. Total l00 0 0 0 75_ 25 0 0 0 PIIP .583 .000 .000 .583 .000 .625 .417 .556 .000 .000 _ .000 .000 1 Millwood Ave Eastbound Right Thru Left App. Total - Int. Total 10 0 1 1 ' I 10 0 11 21 21 0 11 0 11 26 2 10 0 12 29_ 10 41 0 51 114 19.6 80.4 0 .357 .932 .000 .750 -.750 1 5 0 6 8 2 3 0 5 16 2 3 0 5 12 0 1 0 1 8 5 12 0 17 44 29.4 70.6 0 .625 .600 .000 .708 _._ .688 ' J 1 1 1 110 South Poplar Street Wilmington, DE File Name : 3-181 SB ramps and Millwood Pike Site Code : ' Start Date : 11/14/2017 Page No : 1 Groups Printed- Combined I-8I Sl3 Off Millwood Ave I-8I S13 011 Millwood Ave Southbound Westbound Northbound Hastbound Start •l inic (tight Ihni Left Pal, App tout Right Ihru Lcli I'cd, npp naafi (tight II'm 1 1'1 Nd, A"', im.,l It'ght Ihru Loll I'cd, Apt, Real Int 1,11.0 07:00ANI 55 0 0 0 55 0 163 14 0 177 (1 (1 0 2 2 30 163 0 0 193 427 07:15 AN 71 0 0 0 71 0 222 27 0 2.19 0 (1 0 0 0 33 19.1 0 0 227 5.17 07:30 ANI I25 0 0 0 125 0 266 38 0 304 0 0 0 2 2 38 221 0 0 259 690 07:45 ANI 151 0 0 0 151 0 370 24 0 394 0 0 0 1 1 36 200 0 0 236 782 Total 402 0 0 0 402 0 1021 103 0 1124 0 0 0 5 5 137 778 0 0 915 2446 08:00AN1 IOG 0 0 0 106 0 24R 36 0 28•1 0 (1 0 0 0 35 194 0 0 229 619 08:15 \,A 101 0 0 (1 101 0 263 36 0 299 0 0 (I 1 1 42 189 0 0 231 632 08:30 ANI 81 0 1 0 82 0 277 33 0 310 0 0 11 ll 0 52 177 0 0 229 621 08:45AM 119 0 0 0 119 0 258 30 0 298 0 0 11 1 1 3.1 192 0 0 216 624 I'mal •107 0 1 0 408 0 10.16 135 0 1181 0 0 Il 2 2 163 7.12 0 fl 905 2.196 09:00 ANI 73 0 0 0 73 0 233 23 0 256 0 0 0 2 2 -12 160 0 1 203 53.1 09:15 AN 98 0 0 0 98 0 258 25 0 283 0 0 U 0 0 •16 152 0 0 198 i79 09:30 ANI 99 0 0 0 99 0 205 21 0 226 0 0 0 0 0 36 194 0 0 230 555 09ASAN1 96 0 0 0 96 0 2•18 15 0 263 0 0 0 0 0 28 208 0 0 236 595 'lbtal 10:00AM 366 77 0 0 0 0 0 366 0 77 0 0 944 250 84 17 0 0 1028 267 0 0 0 0 0 0 2 2 2 2 152 48 714 233 0 0 1 0 867 281 2263 627 10:15 AM 87 0 0 0 87 0 221 23 0 244 0 0 0 0 0 51 245 0 0 296 627 10:30 ANI 77 0 0 1 78 0 237 30 0 267 0 0 0 0 0 57 223 0 0 280 625 10:45 ANI 62 0 I 0 63 0 257 25 0 282 0 0 0 1 1 51 244 0 0 295 641 'total 303 0 I 1 305 0 965 95 0 1060 0 0 0 3 3 207 945 0 0 1152 2520 11:00 ANI 79 0 0 0 79 0 225 27 0 252 0 0 0 1 1 4S 247 0 0 295 627 11:15 ANI 79 0 0 0 79 0 232 31 0 256 0 0 0 0 0 52 263 0 0 315 650 11:30 ANI SO 0 0 0 SO 0 280 24 0 304 0 0 0 0 0 37 2S7 0 0 32.1 708 IIA5AIM 79 0 0 0 79 0 256 15 0 271 0 0 0 0 0 52 291 0 0 3.13 693 ' Total 317 0 0 0 317 0 993 90 0 1083 0 0 0 1 1 189 1088 0 0 1277 2678 12:00 PM 100 0 0 0 100 0 290 30 0 320 0 0 0 1 1 48 25S 0 0 306 727 12:15PN1 60 0 0 0 60 0 274 29 0 303 0 0 0 1 1 55 292 0 0 347 711 12:301'NI 84 0 0 0 84 0 338 30 0 369 0 0 0 0 0 52 315 0 0 367 S19 12:45 PNI 81 0 0 0 81 0 286 43 0 329 0 0 0 1 1 52 308 0 0 360 771 Total 325 0 0 0 325 0 1188 132 0 1320 0 0 (13 3 207 1173 0 0 1380 3028 01:001'M 89 0 0 0 89 0 319 31 0 349 0 0 0 ll ll 67 316 0 0 383 821 PNI 78 0 0 0 78 0 278 30 0 308 0 0 0 I I 49 303 0 0 352 739 '01:15 01:301'N1 78 0 0 0 78 0 265 26 0 291 0 0 0 I I 57 319 0 0 376 7.16 01:45 PNI 75 0 0 0 75 0 281 30 0 311 0 0 0 2 2 59 324 0 0 383 771 Total 320 0 0 0 320 0 1142 117 0 1259 0 0 0 •1 4 232 1262 0 0 1.19.1 3077 PNI 64 0 1 0 65 0 258 31 0 289 0 0 0 0 0 78 346 0 0 42.1 778 '02:00 02:15 PNI 77 0 0 0 77 0 258 23 0 281 0 0 0 0 0 64 282 0 0 346 704 02:30 PNI 79 0 0 0 79 0 289 40 0 329 0 0 0 0 0 63 333 0 0 396 804 02:45 PNI 85 0 0 0 85 0 287 52 0 339 0 0 0 1 1 73 286 0 0 359 784 Total 305 0 1 0 306 0 1092 146 0 1238 0 0 0 1 1 278 1247 0 0 1525 3070 03:00 PNI 85 0 0 0 85 0 248 45 0 293 0 0 0 0 0 78 347 0 0 425 803 03:151'N-I SO 0 0 0 80 0 276 34 0 310 0 0 0 1 1 SO 339 0 0 419 810 03:30 PM 86 0 0 0 86 0 296 47 0 343 0 0 0 1 1 98 330 0 0 428 858 03:45 PM 111 0 0 0 Ill 0 304 26 0 330 0 0 0 5 5 77 347 0 0 424 870 l•otal 04:00 PM 362 98 0 0 0 0 0 362 0 98 0 0 1124 314 152 53 0 0 1276 367 0 0 0 0 0 0 7 0 7 0 333 91 1363 307 0 0 0 0 1696 398 3341 863 04:15 PM 99 0 0 0 99 0 289 41 0 330 0 0 0 0 0 87 338 0 0 425 954 0.1:30 PM 88 0 0 0 88 0 319 39 0 358 0 0 0 1 1 102 341 0 0 143 890 04:45 PM 100 0 0 0 100 0 302 37 0 339 0 0 0 0 0 92 352 0 0 444 883 ' '1'o1a1 385 0 0 0 385 0 1224 170 0 1394 0 0 0 1 1 372 1338 0 0 1710 3,190 05:00 PNI 125 0 0 0 125 0 275 43 0 318 0 0 0 ll 0 102 358 0 0 460 903 05:15 PNI 98 0 0 0 98 0 365 37 0 402 0 0 0 0 0 IN 345 0 (1 153 953 05:30 PNI 84 0 0 0 84 0 319 34 0 353 0 0 0 0 0 97 347 0 0 444 881 05:45 PNI 121 0 1 0 122 0 320 41 0 361 0 0 0 0 0 46 283 0 0 329 812 "Total 428 0 I 0 429 0 1279 155 0 1434 0 0 0 0 0 353 1333 0 0 1686 3549 06:00 PM 83 0 0 0 83 0 292 25 0 317 0 0 0 0 0 52 287 0 0 339 739 06:15 PM 77 0 0 0 77 0 252 28 0 280 0 0 0 0 0 66 278 0 0 344 701 06:30 PNI 84 0 0 0 84 0 220 24 0 244 0 0 0 0 0 51 224 0 0 275 603 06:45 PM 68 0 0 0 68 0 195 27 0 222 0 0 0 0 0 52 212 0 0 264 554 Total 312 0 0 0 312 0 959 104 0 1063 0 0 ll 0 0 221 1001 0 0 1222 2597 Grand Total 1232 0 4 1 1237 0 12977 1,183 0 14460 0 (1 0 29 29 2844 12984 0 1 15829 3,1555 Apprch % 99.9 0 0.1 0 0 89.7 10.3 0 0 0 0 100 18 82 0 0 Total % 12.2 0 0 0 12.3 0 37.6 4.3 0 11.8 0 0 0 0.1 O.1 8.2 37.6 0 0 15.8 jqx&x I 110 South Poplar Street Wilmington, DE 1-81 SB Off Millwood Ave 1-81 SB On Millwood Ave Southbound _ Westbound Northbound Eastbound ' Start Timc _ Right Thru heft App. Total Right Thru Left App. `Total Right Thru Left _ App. Total Right Thru Left App. Total Peak floor Analysis From 07:00 AM to 11:45 AM - Peak I of I _ , _Int._To_tal Peak Hour for Entire Intersection Begins at 07:30 AM 0730 AM 125 0 0 125 0 266 38 304 0 0 0 0 38 221 0 259 688 07:45 AM 151 0 0 151 0 370 24 394 0 0 0 0 36 200 0 236 ' 781 08:00 AM 106 0 0 106 0 248 36 284 0 0 0 0 35 194 0 229 619 08:15 AM 101 _ 0 0 101 0 263 36 299 0 0 0 0 42 189 0 231 631 Total Volume 483 0 0 483 0 1147 134 1281 0 0 0 0 151 804 0 955 2719 %App. Total 100 0 _0 _ 0_ 89.5 10.5 0 0 0 _15.8_ 84.2 0 PHF .800 .000 .000 _ _.800_ .000 .775_ .U2 .813 .000 .000 .000 .000 .899 .910 .000 .922 _ _ _870 Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 100 0 0 100 0 302 37 339 0 0 0 0 92 352 0 444 883 05:00 PM 125 0 0 125 0 275 43 318 0 0 0 0 102 358 0 460 903 05:15 PM 98 0 0 98 0 365 37 402 0 0 0 0 108 345 0 453 953 _ 05:30 PM 84 0 0 84 0 319 34 353 0 0 0 0 97 347 0 444 881 Total Volume 407 0 0 407 0 1261 151 1412 0 0 0 0 399 1402 0 1801 3620 %App. Total PHF _ 100 0 0 .814 _ .000 —_ _000 _.814 0 .000 89.3 10.7 _ _ 0 .864 .878 0 _ 0 _ _ _ _ _ 22.2 _77.8 _ 0 __ .000 .979 _ .950 ' I � I � I � I � I � []I I � I � I � I � I � I I � I Peggy Malone & Associates (800) 247-8602 File Name : 2-Front Royal Pike_181 NB Ramps and Millwood Pike Site Code Start Date : 11/14/2017 ' Page No : 1 Groups Printed- Car 1-81 Ramps Millwood Pike Front Royal Pike Millwood Pike Southbound Westbound Northbound Eastbound Slant I llllc Right Ihru Lcll Peck App Total Right Ihnt 1.01 lied, npp lotat Right Ihru Left I'cds App 1-1 Right Ihru Left Peds npp Imal lilt local 07:00 AM 62 6 15 0 83 •13 83 7 0 133 I8 50 32 0 100 102 155 •10 0 297 613 07:15 A\I 76 14 19 0 109 52 94 1.1 0 160 27 70 73 1 171 123 166 •1.1 0 333 773 07:30 AM 95 17 27 0 139 56 123 25 0 20.1 20 76 83 0 179 1.19 188 66 0 403 925 07:45AM 161 22 42 0 225 50 129 IS 0 197 19 56 100 0 175 165 195 46 0 •106 1003 'Total 39.1 59 103 0 556 201 429 61 0 69.1 8.1 252 288 1 625 539 704 196 0 1.139 331-1 08:00' A\4 87 12 22 0 121 41 122 16 0 179 18 37 69 0 124 123 140 39 0 302 726 08:15A\I 107 22 20 0 1119 55 125 20 0 200 IS 28 56 1 103 119 1,15 38 0 302 754 08:30 A\I 96 15 18 0 129 46 127 17 0 190 21 41 73 0 135 116 145 45 0 306 760 08:45 AM 110 16 31 0 157 49 101 19 0 169 25 11.1 65 1 135 136 158 •10 0 33.1 795 Total 400 65 91 0 556 191 475 72 0 738 82 150 263 2 497 •19.1 598 162 0 12.4 3035 09:00 AM 73 11 23 0 107 39 99 Ili 0 15.1 21 33 83 1 138 95 121 31 0 2.17 6.16 09:15 AM 62 13 IS 0 93 32 112 1.1 0 168 IS 50 83 0 151 92 103 32 0 227 639 09:30 AN; 65 9 I.1 0 88 3.1 90 19 I1 I.13 20 36 55 0 III I08 12.1 38 0 270 612 09:45A\1 74 12 19 0 105 .3S 108 26 0 172 IG 3G 86 2 1.10 139 137 •16 0 32' 739 Total 27.1 •15 74 0 393 1.13 419 75 0 637 75 155 307 3 5.10 •13.1 •185 1-17 0 1066 2636 10:00 AN 69 11 10 0 90 34 9.1 1.1 0 1.12 17 -13 89 0 1-19 152 120 57 0 329 710 '10:15 A\I 66 IS 12 0 96 41 83 16 0 140 17 59 73 0 149 12.1 133 48 0 305 690 10:30 AN I 56 13 22 1 92 35 101 11 0 147 24 36 101 0 161 134 108 36 0 278 678 10:45 AM 54 12 13 0 79 38 109 16 0 163 21 38 90 0 149 145 113 51 0 309 700 Total 245 54 57 1 357 14S 387 57 0 592 79 176 353 0 608 555 474 192 0 1221 2778 II:00 A \1 60 16 14 0 90 35 99 IS 0 152 I8 43 92 0 153 132 12 663 0 316 711 11: 15 A\T 53 7 16 0 76 42 7.1 5 0 121 12 51 102 0 165 171 106 68 0 345 707 1130 AM 61 14 14 0 89 37 102 19 0 158 26 56 131 0 213 141 145 65 0 351 811 11:45 AM 61 IS 22 0 101 60 117 IS 0 195 26 47 97 0 170 159 120 67 0 346 812 Total 235 55 66 0 356 174 392 60 0 626 82 197 422 0 701 603 492 263 0 1358 30.11 12:00 P\1 46 13 9 0 68 3S I53 I8 0 209 19 58 III 0 ISS 151 119 47 0 317 782 12:15 PM 65 II I7 0 93 69 107 I8 0 19.1 24 60 IIS 0 202 152 141 86 0 38 2 871 12:30 11\1 70 7 19 0 96 46 141 16 0 203 35 62 148 0 245 156 173 85 0 41.1 958 12:45 P\I 62 13 11 0 86 •10 99 19 0 158 25 55 120 0 200 155 153 68 0 376 820 Total 2.13 44 56 0 3.13 193 500 71 0 76.1 103 235 •197 0 835 614 589 286 0 1.189 3-131 01:00 PM 65 15 16 0 96 55 144 26 0 225 28 6.1 131 0 223 135 123 87 0 3.15 889 01:15 P\1 41 II 10 0 62 51 127 19 (1 197 19 58 120 0 197 158 137 93 0 3SS 944 01:30I'M 5.1 14 12 0 SO -17 111 21 0 179 25 50 111 0 196 166 169 85 0 -120 865 01:15PIN 1 72 14 15 0 101 •15 116 16 0 177 22 57 116 1 196 166 161 90 0 -117 891 "1"01a1 232 5.1 53 0 339 19S -198 820 778 9.1 229 •178 1 802 625 590 355 0 1570 3489 02:00 P\I 49 17 19 0 85 62 107 20 0 189 28 87 120 0 235 177 141 70 0 388 897 02:15I'M 50 14 10 0 74 54 130 17 0 201 22 68 111 0 201 178 163 77 0 .118 89-1 02:30 P M 49 15 21 0 85 92 111 16 0 219 32 SI 127 0 240 174 166 83 0 423 967 ' 02:45 P\1 49 14 21 0 8.1 69 1.13 IS 0 230 24 71 128 0 223 144 160 SS 0 392 929 Total 197 60 71 0 328 277 491 71 0 839 106 307 496 0 S99 673 630 318 0 1621 3687 03:00 P\I 43 14 21 0 78 70 127 16 0 213 17 67 127 0 211 150 200 102 0 452 954 03:15 PM 52 10 14 0 76 70 124 IS 0 209 22 96 117 0 235 155 158 86 0 399 919 03:30 P\I 74 I1 21 0 106 82 174 11 0 267 24 67 121 0 212 IS6 178 104 0 468 1053 03:45 P\4 54 14 27 0 95 78 117 13 0 20S 24 86 117 I 228 19S 160 107 0 465 996 Ibtal 223 49 93 0 355 300 542 55 0 897 87 316 482 I SSG 689 696 399 0 1784 3922 04:00 PM 58 17 17 0 92 84 172 9 0 265 33 113 146 0 292 148 147 109 0 404 1053 04:151 M 59 '7 25 0 101 101 I46 14 0 61 14 98 132 0 234 140 217 107 0 464 1060 Total 04: 011v1 78 _3 23 0 I_4 100 13_ 10 0 242 20 116 142 0 278 161 IS3 87 0 431 1075 04:45 PM 73 14 24 0 III 110 131 IG 0 257 17 84 III 0 212 � 159 206 148 0 513 1093 268 71 89 0 428 395 581 49 0 1025 84 401 531 0 1016 609 753 451 0 1812 4281 05:001'\1 72 15 18 0 105 113 152 24 0 289 25 98 122 0 245 167 167 147 0 481 1120 05:15 PM 68 12 29 0 109 SS 166 17 0 271 17 128 134 0 279 169 191 123 0 'IS 3 11Q 05:30I'M 62 24 22 0 log 124 181 13 0 318 8 91 119 0 218 144 180 148 0 472 1116 05:45I'M 74 17 23 0 114 79 160 10 0 249 11 79 116 0 206 176 163 96 0 435 1004 Total 276 68 92 0 436 404 659 64 0 1127 61 396 491 0 948 656 701 514 0 1871 4382 06:00 PM 54 12 17 0 83 92 127 26 0 245 22 99 106 0 227 to 138 93 0 371 926 06:15 P M 58 15 22 0 95 69 107 15 0 191 26 84 108 0 218 167 151 88 0 '10G 910 06:30 PM 54 4 14 0 72 52 113 9 0 174 14 62 80 0 156 128 133 73 0 334 736 06:45I'M 51 13 140 78 58 87 13 0 158 24 45 93 2 164 117 109 73 0 299 699 '1.01a1 217 44 67 0 328 271 434 63 0 768 86 290 387 2 765 552 531 327 0 1410 3271 Grand Total 3204 668 902 1 4775 2895 5807 783 0 9485 1023 3104 4985 10 9122 7042 7233 3610 0 17885 41267 Apprch % 67.1 14 18.9 0 30.5 61.2 9.3 0 11.2 34 54.6 0.1 39.4 40.4 20.2 0 Total % 7.8 1.6 2.2 0 11.6 7 14.1 1.9 0 23 2.5 7.5 12.1 0 22.1 17.1 17.5 8.7 0 43.3 Peggy Malone & Associates (800) 247-8602 File Name : 2-Front Royal Pike_I81 NB Ramps and Millwood Pilo Site Code Start Date : 11/14/2017 Page No : 2 1-81 Ramps Millwood Pike Front Royal Pike Millwood Pike Southbound Westbound Northbound Eastbound Start "rime i Right i-- Thru ! Left App. Total Bight _ _ Thru Left App_Total Right Thru _ APP. Total i Right Thru Left ! ApP. otn_I I_n_t.'rotal' Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak I of] _Lc0 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 1 76 14 19 109 52 94 14 160 27 70 73 170 1 123 166 44 333 i 772 07:30 AM 1 95 17 27 139 56 123 25 204 20 76 83 179 149 188 66 403 i 925 07:45 AM 161 22 42 225 50 129 19 197 19 56 100 175 165 195 46 406 1003 08:00 AM 87 12 22 121 41 122 16 179 18 37 69 124 123 140 39 302 726 Total Volume 419 65 I10 594 199 468 73 740 84 239 325 648 560 689 195 1444 342E _-- %App. Total — 70.5 10.9 18.5 20.9 63.2 9.9 13 36.9 50.2 38.8 47.7 13.5 PH .651 .739 .655 - .G60 : R88 .907 - .730 _ .907 778 .786_ .813 .905 .848 .883 .739 - .889 L_- - - - - .854 Peak Hour Analysis Prom 12:00 PM to 06:45 PM - Peak I of I Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 73 14 24 111 110 131 16 257 17 84 111 212 159 206 148 513 1093 05:00 PM 72 15 18 105 113 152 24 289 25 98 122 245 167 167 147 481 j 1120 05:15 PM 05:30 PM 68 12 29 62 24 22 109 108 ! 88 124 166 181 17 13 271 318 17 8 128 91 134 119 279 218 169 144 191 180 123 148 483 4.72 : 1142 1116 -- 'rotal Volume 275 65 93 433 435 630 70 1135 67 401 486 954 1 639 744 566 1949 4471 %APT. Total 63.5 15 21.5 38.3 55.5 6.2 7 42 50.9 j 32.8 38.2 29 PIT 1 .942 __ .677 .802 - .975- .877 .870 .729 .8-- 92 .670 .783 .907 .855 1 .945 .903 .956 .950 .979 � I Peggy Malone & Associates (800) 247-8602 ' 1-81 Ramps Southbound Time Right 'I hni Lc6 red, npp tot,i Right 'Start 07:00 A\I I 1 0 0 2 10 07:15 AN 0 4 1 0 5 7 07:30 A\f 2 3 1 0 6 6 WAS AN 3 1 0 0 4 7 1'01al 6 9 2 0 17 30 08:00 AM 2 .1 1 0 7 3 08:15 AM 1 0 2 0 3 7 08:30 AM 1 2 1 0 4 11 08:45 AM 3 1 2 0 6 12 Total 7 7 6 0 20 33 09:00 AM (l 1 4 0 5 5 09:15 A\I 0 1 2 0 3 9 09:30 r\\1 5 I 3 0 9 ' 09a5 A\I 2 5 2 0 9 7 7 Total 7 8 II 0 26 25 10:00 AM 4 1 3 0 8 12 10:I5 A\1 2 I 1 0 4 5 10:30 AN 3 I I 0 5 6 10:_4s_A\f 2 0 0 0 2 5 _ 1,01al II 3 5 0 19 28 1:00 A\1 ::::15 AN s 1 I 1 3 0 0 0 10 2 14 10 '1 11:30 AN 0 1 1 0 2 10 IIA5_AN1 3 1 1 0 5 10 -- -Total 9 5 5 0 19 44 12:00 P\f 3 1 1 0 5 6 12:I5PM 3 0 0 0 3 12 12:30 PM 1 2 •1 0 7 21 12:45I'M 0 1 4 0 5 12 Totnl 7 -1 9 0 20 51 '01:00 P\I 3 1 2 0 6 14 01:15 P\I 2 3 0 0 5 II 01:30I'M 2 0 0 0 2 1.1 01:15 P\4 I 1 -) (l 6 5 Total 8 5 6 0 19 .1-102:00 P\4 0 1 3 0 4 10 02:15 I'M 0 3 2 0 5 11 02:30 PM 1 3 1 ll 5 5 02:45 P\1 1 2 3 0 6 4 ' Total 2 9 9 0 20 30 03:00 P\4 2 0 4 0 6 s 03:15 PM 0 2 1 0 3 9 03:30IW i 0 2 1 0 3 7 03:45 PM 1 I 0 3 6 -- Total — 3 - 5 --I 7 0 15 30 04:00 PM . 1 2 2 0 5 5 04:I5 PM 0 3 I 0 4 9 04:30 PM � 2 I 2 0 5 10 04:45 PM I 1 1 0 3 4 `Total ' 4 7 6 0 17 28 05:00 PM 05:1515 PM ! 0 0 I I 0 0 0 0 I I 5 8 05:30 PM 1 0 1 0 2 5 05:451W 0 4 1 0 5 4 Total 1 6 2 0 9 22 PM I 5 0 0 6 4 '06:00 06:15 PM I I 1 0 3 4 06:30 PM I 0 5 0 0 5 3 06:45I'M 0 1 0 0 1 6 -- `Total 2 -12 1 0 15 17 Grand Total 1 67 80 69 0 216 382 Apprch % ! 31 37 31.9 0 62 Total % 2.2 2.6 2.2 0 7 12.3 File Name : 2-Front Royal Pike_181 NB Ramps and Millwood Pike Site Code Start Date : 11/14/2017 Page No : 1 Groups Printed- Truck Millwood Pike Front Royal Pike Millwood Pike Westbound Northbound Eastbound 111m Lctl N11, npp LH,I Right Ihnt Lca 14ds npp 1.1A (tight "I hnt Lclt I'cd, npp Ioi,l Int 10,1 9 0 0 19 2 12 1 0 Is 20 9 1 0 30 66 1 1 0 9 1 8 2 0 11 Is 10 2 0 30 55 2 2 0 10 3 12 4 0 19 19 8 3 0 30 65 6 1 (l 14 3 is •1 0 25 9 8 .1 0 21 64 Is .1 0 52 9 50 II 0 70 66 35 10 0 III '-50 .1 0 0 7 1 16 3 0 20 23 17 5 0 45 79 7 0 0 14 6 21 2 0 29 19 II 2 0 32 78 . 1 0 15 1 13 0 0 1.1 17 9 2 0 28 61 2 1 0 Is 2 16 5 0 23 21 15 3 0 39 83 16 2 0 51 10 66 10 0 86 80 52 12 0 1.1.1 301 1 1 ll 7 1 21 5 0 27 16 12 3 0 31 70 8 1 0 is 3 21 •1 0 28 19 12 7 (l 38 87 4 1 0 9 5 28 6 0 39 18 21 1 0 -10 97 5 ' 0 14 2 22 3 0 27 21 II 5 0 37 87 is 5 0 -18 11 92 Is 0 121 7.1 56 16 0 1.16 3.11 2 0 0 14 0 23 4 0 27 12 9 1 0 22 71 > 0 0 10 0 27 8 0 35 17 II 5 0 33 S'- 3 0 0 9 1 21 2 0 24 14 12 4 0 30 68 ' 1 0 8 1 16 2 0_ 19 15 16 5 0 36 65 12 1 0 41 2 87 _ 16 _ 0 _ 105 58 48 15 0 121 2S6 5 0 0 19 0 15 5 0 20 17 7 4 0 28 77 3 1 0 14 2 15 3 0 20 10 6 2 0 is 54 2 0 0 12 0 14 2 0 16 15 II 8 0 34 64 5 1 0 16 3 17 0 0 20 13 14 4 0 31 72 15 2 0 61 5 61 10 0 76 55 38 18 0 III 267 8 2 0 16 1 13 3 0 17 19 12 1 0 32 70 10 1 0 23 2 14 1 0 17 IS 11 6 0 38 81 5 0 0 26 4 12 8 0 24 13 13 3 0 29 86 5 0 0 17 1 22 2 0 25 8 7 2 0 17 61 28 3 0 82 8 61 14 0 83 58 46 12 0 116 301 3 0 0 17 2 IS 4 0 21 12 10 0 0 22 66 7 1 0 19 1 16 2 0 19 19 II 3 0 33 76 5 1 0 20 1 13 4 0 Is 13 8 3 0 24 6.1 5 2 0 12 2 11 2 0 15 14 10 .1 0 28 61 20 4 0 68 6 55 12 0 73 5S 39 10 0 107 267 6 2 0 Is 1 16 2 0 19 19 8 6 0 33 74 5 0 0 16 0 19 2 0 21 21 7 2 0 30 72 8 0 0 13 0 20 3 0 23 20 13 4 0 37 78 5 2 0 II 2 25 4 0 31 14 S 1 0 23 71 24 4 0 58 3 '0 II 0 94 74 36 13 0 123 195 4 1 0 13 1 15 2 0 Is 15 14 1 0 30 67 3 3 0 15 2 17 2 0 21 19 5 4 0 28 67 5 0 0 12 0 13 1 0 14 9 3 3 0 15 44 5 0 0 II I 26 2 0 29 IS II 6 0 32 75 17 4 0 sl 4 71 7 0 82 58 33 14 0 105 253 4 2 0 11 1 15 1 0 17 17 3 1 0 21 54 4 0 0 13 0 9 I 0 10 12 6 4 0 22 49 3 3 0 16 0 II I 0 12 9 6 1 0 16 49 2 0 0 6 0 14 0 0 14 17 10 2 0 29 52 13 5 0 46 1 49 3 0 53 55 25 8 0 88 204 6 1 0 12 0 12 4 0 16 12 4 1 0 17 46 2 0 0 10 1 15 1 0 r7 I2 4 0 0 16 44 2 0 0 7 0 12 2 0 14 21 3 0 0 24 47 d 1 0 9 1 9 0 0 10 16 7 2 0 25 49 14 2 0 38 2 48 7 _ 0 _ 57 61 Is 3 0 82 186 0 0 0 4 0 10 1 0 II 13 3 1 0 17 38 (l 0 0 4 0 9 3 0 12 1 17 3 3 (l 23 42 1 0 0 4 1 16 1 0 18 7 0 1 0 8 35 1 1 0 8 0 10 1 0 It 13 4 1 0 18 38 2 1 0 20 1 45 6 0 52 50 10 6 0 66 153 197 37 0 616 62 765 125 0 952 747 436 137 0 1320 3104 32 6 0 6.5 80.4 13.1 0 56.6 33 10.4 0 6.3 1.2 0 19.8 2 24.6 4 0 30.7 24.1 14 4A 0 42.5 Peggy Malone & Associates (800) 247-8602 File Name : 2-Front Royal Pike_I81 NB Ramps and Millwood Pik Site Code Start Date : 11/14/2017 Page No : 2 ' T 181 Ramps Millwood Pike Front Royal Pike Millwood Pike Southbound Westbound Northbound Eastbound an Time I Right I Peak Ilour Analysis From 07 00 AM Thru Left App. to 11:45 AM - Peak I oft Total Right _ Thru I Left I App. Total Right Thru , Left App. Total _ Right I _ "I'Ivu I Left App. Total tat. Total Peak Hour for Entire Intersection Begins at 09:15 AM 09:15 AM I 0 1 2 3 9 8 1 18 3 21 4 28 19 12 7 38 87 09:30 AM 5 1 3 9 4 4 1 9 5 28 6 39 18 21 1 40 97 09:45 AM 2 5 2 9 7 5 2 14 2 22 3 27 21 11 5 37 87' 10:00 AM 4 1 3 8 12 2 0 14 0 23 4 27 12 9 1 22 71 Total Volume I ] 8 10 29 32 19 4 55 10 94 17 121 70 53 14 137 342 I App. Total ' 37.9 27.6 34.5 58.2 34.5 7.3 8.3 77.7 14 51.1 38.7 10.2 PHF 1 .550 .400 .833 .806 .667 .594 .500 .764 1 .500 .839 .708 .776 .833 .631 .5.0_0 .856 .881 Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM , 12:00 PM 1 3 1 1 5 6 8 2 16 1 13 3 17 19 12 1 32 70 12:15 PM 3 0 0 3 12 10 1 23 2 14 1 17 18 14 6 38 81 12:30 PM 1 12:45 PM 0 2 4 ] _ 4 7 _5 _ 21 12 5 0 26 4 12 8 5 0 17 1 22 2 24 25 13 8 13 3 _ 7 2 29 17 86 64 Total Volume 7 4 9 20 51 28 3 82 8 61 14 83 58 46 12 116 301 App. Total 35 20 45 62.2 34.1 3.7 9.6 73.5 16.9 50 39.7 10.3 PI -IF .583 .500 563 _ .714 .607 .700 .375 .788 .500 .693 .438 .830 .763 .821 .500 .763 .875 i 1 i 1 i 1 1 1 it Peggy Malone & Associates (800) 247-8602 � I 11 Start Time Rigln 07:00 AAI 63 07:15 A\I 76 07:30 AAI 97 07:45 Apt 164 total •100 08:00' AN I 89 08:15 A\I 108 08:30 ANI 97 . 08:45 A\I 113 Total .107 09:00 A\I 73 09:15 r\\I 62 09:30 AN I 7 09:45 ,\\I 76 'I oral 281 10:00 AN 73 0: 15 A\I 68 10:30 AAt 59 10:45 AAI 56 T'0ta1 256 1I:00 ANI GS 15 II:ISAM >4 11:30A\I 61 1 1:45 AM 6-1 Total 24-1 '12:00 P\I .1912:15 P\I 68 12:30I'M 71 12:45 1'M 62 l'otal 250 'OL001'\I 68 0::1(5) .13 01:30 11\1 56 01:45I'\I 73 'Total 240 02:00 Ppt •19 02:15 PM 50 02:30I'M 50 ■ 02:45I'M 50 Total 199 03:00 I' \ I 45 03:15 11A1 52 0330 P\I 74 ' 03:45 PNI 55 Total 226 0-1:00 P\1 59 '04:15 PM 59 04:30 P\9 80 04:45 P\1 74 'total 272 05:15 PM 05:15 PNI 672 GS 8 05:30 PM 63 05:45 I'\1 74 Total 277 PN1 55 '06:00 06:15 Pot 59 06:30I'M 54 06:45 PM 51 Total 219 Grand Tou l 3271 Apprch % 65.5 Total % 7A File Name : 2-Front Royal Pike_181 NB Ramps and Millwood Pike Site Code : Start Date : 11/14/2017 Page No : 1 Groups Printed- Combined 1-81 Ramps Millwood Pike Front Royal Pike Millwood Pike SouthbOUnd Westbound Northbound Eastbound II Iell Pcd, npp 10,1 Bight Ihru 1.01 Pods npp Taal Right 'I hni Lcll I'cd, npp lm.fl Right Ihnt Iell I'ad, npp loi,l Im I"IM 7 15 0 85 53 92 7 0 152 20 62 33 0 115 122 16.1 •11 0 327 679 18 20 0 II.1 59 95 15 0 169 28 78 75 1 182 1.11 176 •16 ll 363 828 20 28 0 1.15 62 125 27 0 214 23 88 87 0 198 168 196 69 U -133 990 23 •12 0 229 57 135 19 0 211 22 74 104 0 200 174 203 50 0 -127 1067 68 105 0 573 231 447 68 0 7.16 93 302 299 1 695 605 739 206 0 1550 3564 16 23 0 129 44 126 16 0 186 19 53 72 0 1.1.1 1.16 1',7 .1.1 0 3.17 805 22 22 0 152 62 132 20 0 214 24 •19 58 1 132 138 156 40 0 33.1 832 17 19 (1 133 57 130 18 (l 205 22 5.1 73 0 149 133 15-1 47 0 33.1 821 17 33 0 163 GI 103 20 0 184 27 60 70 1 158 157 173 •13 0 373 878 72 97 0 576 224 •191 74 0 789 92 216 273 2 583 57.1 6,10 17.1 0 1388 3336 12 27 Il 112 •1.1 100 17 0 IGI 22 5.1 88 1 165 111 133 3.1 0 278 716 1.1 20 Il 96 •11 130 15 ll 186 21 71 87 0 179 111 115 19 Il 265 726 10 17 0 97 38 9.1 20 0 152 25 6.1 61 0 I50 126 I•li 39 ll 3111 709 17 21 0 11.1 •15 113 28 0 I86 IS 58 89 2 IG7 160 I.18 51 0 359 826 53 85 0 .119 168 •137 SO 0 685 86 2.17 325 3 661 508 5-11 163 ll 1212 2977 12 13 0 98 -16 96 14 0 156 17 GG 93 0 176 16.1 129 58 0 351 781 19 13 0 100 46 SS IG 0 150 17 86 81 0 184 141 144 i3 0 338 772 14 23 1 97 41 104 11 0 156 25 57 103 0 I85 1.1 120 40 0 308 746 12 13 0 81 43 111 17 0 171 22 54 92 0 168 160 129 56 0 345 765 57 62 1 376 176 399 5S 0 633 81 263 369 0 713 613 522 207 0 1342 3064 IS 17 0 100 49 104 IS 0 171 I8 58 97 0 173 149 128 67 0 344 788 S IG 0 78 52 77 6 0 135 14 66 105 0 I85 ISI 112 70 0 363 761 15 15 0 91 47 104 19 0 170 26 70 133 0 229 156 156 73 0 385 S75 19 23 0 106 70 122 19 0 211 29 6.4 97 0 190 172 13.1 71 0 377 884 60 71 0 375 218 _ 407 62 0 687 _ 87 258 432 0 _ 777 65S 530 281 0 1-169 3308 I.1 IO 0 73 44 IGI 20 0 225 20 71 11.1 0 205 170 131 -18 0 3.19 852 11 17 0 96 81 117 19 0 217 26 74 119 0 219 170 158 92 0 420 952 9 23 0 103 67 1,16 16 0 229 39 7-1 156 0 269 169 186 88 0 443 10.1.1 14 15 0 91 52 104 19 0 175 26 77 122 0 225 163 160 70 0 393 88.1 .18 65 0 363 244 528 74 0 846 111 296 511 0 918 672 63i 29S 0 1605 3732 IG I8 0 102 69 147 26 0 242 30 79 135 0 24.1 147 133 87 0 367 955 I.1 Ill 0 67 62 134 20 0 216 20 7.1 122 0 216 177 I-18 96 0 421 920 1.1 12 0 82 61 116 22 0 199 26 63 115 0 20.1 179 177 88 0 •1-14 929 15 19 Il 107 50 121 IS 0 189 24 68 IIS 1 211 180 171 94 0 -1-15 952 i9 59 0 358 2.12 518 86 0 S46 100 28.1 •190 1 875 683 629 365 0 1677 3756 Is 22 0 89 72 113 22 0 207 29 103 122 0 25.1 196 1.19 76 0 •121 971 17 12 0 79 65 135 17 0 217 22 87 113 0 222 199 170 79 0 •1-18 966 18 22 0 90 97 119 16 0 232 32 101 130 0 263 19.1 179 87 0 .160 10.15 IG 24 0 90 73 1,18 20 0 241 26 96 132 0 25.1 158 168 89 0 •115 1000 69 80 0 348 307 515 75 0 897 109 387 497 0 993 7.17 666 331 0 17-14 3982 1.1 25 0 811 78 131 17 0 226 Is 82 129 0 229 16.) 214 103 0 •182 1021 12 15 0 79 79 127 IS 0 224 24 113 119 0 256 1711 163 90 0 427 986 13 22 0 109 89 179 Il 0 279 24 SO 122 0 226 195 181 107 0 4S3 1097 I5 28 0 98 84 122 13 0 219 25 112 119 1 257 213 171 II3 0 497 1071 54 90 0 370 330 559 59 0 94S 91 387 489 1 96S 747 729 413 0 1889 4175 19 19 0 97 89 176 11 0 276 34 128 147 0 309 165 150 110 0 425 1107 20 26 0 105 I10 150 14 0 274 14 97 133 0 244 152 223 III 0 486 1109 24 25 0 129 I10 135 13 0 258 20 127 143 0 290 170 189 88 0 447 1124 15 25 0 114 114 133 16 0 263 17 98 111 0 226 176 216 150 0 5,12 1145 78 95 0 445 423 594 54 0 1071 85 450 534 0 1069 663 779 459 0 1900 4485 IG 18 0 106 118 I58 25 0 301 25 I10 12G 0 261 179 171 14S 0 498 IIGG 13 29 0 110 96 168 17 0 281 18 143 135 0 29G ISI 195 123 0 499 1186 24 23 0 110 129 183 13 0 325 8 103 121 0 232 165 183 1,18 0 496 1163 21 2.1 0 119 83 I6.1 11 0 258 12 88 IIG 0 216 192 170 98 0 460 1053 7.1 94 0 445 426 673 66 0 1165 63 444 498 0 1005 717 719 517 0 1953 4568 17 17 0 89 96 127 26 0 249 22 109 107 0 238 153 111 940 388 964 IG 23 0 98 73 107 15 0 195 26 93 III 0 230 184 154 91 0 429 952 9 14 0 77 55 114 9 0 178 15 78 81 0 174 135 133 74 0 342 771 14 14 0 79 64_ 88 14 0 166 24 55 94 2 175 130 113 74 0 317 737 56 68 0 3,13 I 288 436 64 0 788 87 335 393 2 817 602 5,11 333 0 1,176 3424 7,18 971 1 11991 3277 6004 820 0 10101 1085 3869 5110 10 10074 7789 7669 3747 0 19205 44371 15 19.5 0 32.4 59.4 8.1 0 10.8 38A 50.7 0.1 40.6 39.9 19.5 (l 1.7 2.2 0 11.2 7.4 13.5 1.8 0 22.8 2.4 8.7 11.5 0 22.7 17.6 17.3 9.4 0 43.3 Peggy Malone & Associates ' (800) 247-8602 File Name : 2-Front Royal Pike_181 NB Ramps and Millwood Pik Site Code Start Date : 11/14/2017 Page No : 2 1-81 Ramps Millwood Pike Front Royal Pike Millwood Pike Southbound Westbound I Northbound Eastbound Start Time Peak Hour Analysis Prom Right Thru I Left , APp_Total 07:00 AM to 11:45 AM - Peak I of] _ Right I Thru I Left I pp. Total Righttj Thru Left App. Total Right Thm Left - App. Total ]nt. Total Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 97 20 28 145 62 125 27 214 23 88 87 198 168 196 69 433 990 07:45 AM 164 23 42 229 57 135 19 211 22 74 ]04 200 174 203 50 421 1061 08:00 AM 08:15 AM 89 108 16 23 22 22 128 152 44 62 126 16 186 19 53 72 132 20 214 24 49 58 144 131 146 138 157 156 44 40 347 334 805 831 ' Total Volume 458 81 115 654 225 518 82 825 88 264 321 673 626 712 203 1541 3693 _ % App_ Total 70 12.4 _ 17.6 27.3 62.8 9.9 13.1 39.2 47.7 40.6 46.2 PIIF .698 .880 .685 .714 1 .907 _ .959 .759 .964 .917 .750 .772 .841 .899 .877 _13.2 _ 736 .890 .865 Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 ' Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 74 15 25 ]14 114 133 16 263 17 98 111 226 176 216 150 542 ( 1145 05:00 PM 72 16 18 106 118 158 25 301 25 110 126 261 179 I71 148 498 1166 05.15 PM 05:30 PM 68 63 13 29 24 23 110 110 96 129 168 17 281 18 143 135 183 13 325 8 103 _ _121 296 232 181 165 195 183 123 148 499 496 1186 1163 ' Total Volume 277 68 95 440 1 457 642 71 11711 68 454 493 1015 701 765 569 2035 4660 %App_Total 63 15.5 21.6 1 39.1 54.9 6.1 6.7 44.7 48.6 34.4 37.6 28 PH .936 .708 .819 .965 1 .886 .877 .710 .900 1 .680 .794 .913 .857 .968 _ _ .885 _ .948 .939 .982 I Peggy Malone & Associates (800) 247-8602 II � I Slarl Timc Ri1d11 07:00 ANI 7 07:15 ANI 7 07: 30 ANI •1 07:45 A%I 7 total 25 08:00 AN 8 08:15 ANI 3 08:30 AM 6 08:45 ANI 6 Total 23 09:00 Ant 9 09:15 ANI I 09:30 Ant 2 Total 12 10:00 ANI 0 10:15 ANI 0 10:30 r\NI 0 I0:45 ANI 0 Total 0 ' I I:00 AN1 0 15 I I:IS AN f 0 11:30AM 0 11:45 AN 0 Total 0 0 '12:00I'NI 12:151'NI 0 12:30 PNI 0 12:45 PM 1 rtx;d a 01:001'NI 3 01:15 PNI 2 01:30 PNI 6 01:45 PM 5 I otal 16 02:00 I'M S 02:15 PM 5 02:30I'M 32 02:45 PNI 5 Total 50 03:00 PNI 15 03:151'N4 15 ' 0.3:45 PM 9 03:45 Pn1 6 Total 45 04:00 PNI 13 04:15 PM 2 04:30 PM 7 04:45 PNI 8 Total 30 PM 2 '05: 05:15 15I'n4 16 05:30Pn4 11 05:45 I'M 4 Total 51 PM 3 '06:00 06:15 PNI 3 06:30I'M I 06:45 Plbl 5 Total 15 ' Grand'Iotal 271 Apprch % 69.1 Total % 1.5 Groups Printed- Car Tulane Dr Millwood Pike Southbound Westbound I hn, Lcll Ped, npp Imal Right Ihru Iell Ped, App Taal Right 0 1 0 8 0 117 0 0 117 G 0 2 2 11 1 136 3 2 1.12 1 0 0 0 •1 2 168 1 0 171 4 0 0 0 7 3 163 0 1 167 1 0 3 2 30 6 584 •1 3 597 12 1 0 1 10 2 1.15 0 2 149 3 0 3 3 9 2 174 1 3 ISO I 0 1 1 8 5 168 2 1 176 3 1 1 6 1.1 3 1.18 3 2 156 1 2 5 II 41 12 635 6 8 661 8 0 1 0 10 1 1.15 1 0 1,17 2 0 0 3 •1 4 153 0 0 157 1 0 0 I ; 0 II8 0 0 IIS 0 0 0 I 1 2 I43 •1 1 I50 0 0 1 5 IS 7 559 5 1 572 3 0 0 2 2 2 116 0 3 121 6 0 0 0 0 0 109 0 3 II2 I 0 0 0 0 1 I12 1 0 I I4 1 0 0 1 1 0 117 6 0 123 4 0 0 3 3 3 454 7 6 470 15 0 0 0 0 0 134 6 0 140 4 0 0 0 0 1 109 3 2 115 5 0 0 0 0 1 135 7 0 143 7 0 0 0 0 1 162 5 0 168 8 0 0 0 0 3 540 21 2 566 24 0 0 0 0 1 18-1 4 0 189 7 0 0 1 1 2 165 4 0 171 8 0 0 0 0 1 150 10 0 161 12 0 0 0 4 3 160 0 0 163 12 0 0 1 5 7 659 IS 0 684 39 0 0 0 3 •1 177 5 I 187 5 0 1 0 3 1 167 •1 0 172 5 0 2 1 9 3 1.19 1 1 154 9 2 1 0 8 2 1.13 6 2 153 6 2 •1 1 23 10 636 16 •1 666 25 0 3 3 14 6 17-1 4 1 185 5 0 2 0 7 2 156 6 0 16-1 1-1 1 3 0 36 3 176 2 0 181 II I 1 0 7 3 188 3 0 194 11 2 9 3 64 14 694 15 1 724 41 2 1 0 IS 3 170 0 0 173 7 4 2 0 21 4 171 4 0 179 G 0 1 0 10 6 217 1 2 226 6 2 0 0 8 2 194 5 O_ 201 IS 8 4 0 57 15752 10 2 779 37 1 4 0 IS 1 196 1 0 198 3 3 2 0 7 4 209 0 0 213 6 4 2 0 13 3 224 3 0 230 7 0 1 1 10 4 22_7 9 2 242 9 8 9 1 48 12 856 13 2 883 25 1 0 0 2I 2 225 3 0 230 9 .3 4 8 31 3 228 3 4 238 21 2 2 1 IG 6 288 II 0 305 12 3 2 0 9 6 203 10 0 219 II 9 8 9 77 17 944 27 4 992 53 1 2 0 6 2 216 8 0 226 II 0 1 2 6 3 157 S 0 168 r2 2 0 0 G 2 1,17 8 0 157 II 3 0 0 8 3 129 2 0_ 134 6 6 3 2 26 10 6,19 26 0 685 40 37 46 38 392 116 7962 168 33 8279 322 9.4 11.7 9.7 IA 96.2 2 OA 31.5 0.2 0.3 0.2 2.2 0.6 44.3 0.9 0.2 46 1.8 File Name : 1-Tulane Dr and Millwood Pike Site Code Start Date : 11 /14/2017 Page No : 1 Tulane Dri Millwood Pike Northbound Eastbound I 1.01 P11i, npl, Taut (tight Ihn, 1.111 PCdS npp local Inl. Io1a1 0 3 0 9 6 138 6 0 150 284 0 8 0 9 3 ISO 1 0 1811 3.16 0 6 0 10 2 223 2 0 227 -112 0 3 0 •1 1 239 3 0 2,13 •121 0 20 0 32 12 780 12 0 80.1 1-163 0 5 5 13 1 178 3 1 183 355 0 2 1 4 0 161 0 0 161 354 1 -1 0 8 -1 155 1 0 160 352 1 3 2 7 •1 203 6 0 213 390 2 1.1 8 32 9 697 10 1 717 1451 0 2 7 II 2 139 8 1 ISO 318 1 5 1 8 1 137 7 1 1.16 315 0 5 0 5 2 129 3 0 I3.1 260 1 •1 0 5 1 I40 9 1 151 307 2 16 S 29 6 5.15 27 3 581 1200 0 7 1 1.1 6 117 1 0 12-1 261 0 8 0 9 6 131 3 0 140 261 0 8 21-1 3 135 3 0 141 269 0 9 2 15 1 127 4 0 132 271 0 32 5 52 16 510 II 0 537 1062 0 5 1 10 6 136 1 0 143 293 0 10 0 IS 4 101 6 0 III 241 0 21 3 31 8 139 5 1 153 327 1 7 1 17 9 166 4 0 179 364 1 •13 5 73 27 542 16 1 586 1225 0 IS I 23 9 146 4 0 159 371 1 I.1 1 27 7 152 8 0 I67 366 1 21 1 35 14 IGS 6 0 ISS 384 - 10 0 25 14 IGI 5 0 ISO 372 5 60 6 110 •14 627 23 0 694 1493 0 L1 0 19 3 166 •1 0 173 3S2 0 L1 1 20 4 151 4 0 159 354 1 16 0 26 6 179 1 0 186 375 0 13 2 21 8 15.1 G 0 168 350 1 57 3 86 21 650 15 0 686 1461 1 II 0 17 II 154 6 0 171 3S7 0 13 1 29 6 141 3 0 150 3.19 1 15 - 29 1-1 162 1 0 ISO 426 1 23 3 38 5 17.1 3 0 182 421 3 62 6 112 36 631 16 0 683 1583 3 9 0 19 7 163 4 0 174 384 0 16 0 22 3 193 7 0 203 425 I 17 0 24 14 182 4 0 200 460 I 20 0 39 8 154 8 0 170 41S_ 5 62 0 104 32 692 23 - - 0 - 747 ' - 1687 1 23 1 28 9 167 8 0 184 428 I 20 5 32 22 212 3 0 237 489 I 14 0 22 22 188 2 0 212 477 2 13 1 25 It 202 5 0 21S 495_ 5 70 7 107 64 769 IS 0 851 1889 0 23 I 33 14 176 5 0 195 479 0 25 I 47 17 188 3 0 208 524 2 28 1 43 21 1,19 5 0 175 539 1 20 0 32 24 157 3 0 184 444 3 96 3 155 76 670 16 0 762 1986 1 14 0 26 II 117 1 0 159 117 0 26 2 40 14 159 6 0 179 393 3 24 0 38 18 139 5 0 162 363 2 16 1 25 12 119 9 0 140 307 6 SO 3 129 55 564 21 0 640 1480 33 612 54 1021 398 7677 208 5 8288 17980 3.2 59.9 5.3 4.8 92.6 2.5 0.1 0.2 3A 0.3 5.7 2.2 42.7 1.2 0 46.1 Peggy Malone & Associates ' (800) 247-8602 Tulane Dr Southbound Start Time I Right Thru LeR I App. Total I Peak I lour Analysis From 07:00 AM to 11:45 AM -Peak I of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 4 0 0 4 07:45 AM 7 0 0 7 08:00 AM 8 1 0 9 08:15 AM 3 0 3 6 Total Volume 22 1 3 26 % App. Total 84.6 3.8 11.5 _ PHP .688 .250 .250 .722 Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 8 0 1 9 05:00 PM 20 1 0 21 05:15 PM 16 3 4 23 05:30 PM 11 2 2 15 Total Volume 55 6 7 68 %App. Total 1 80.9 8.8 10.3 PHF 1 .688 .500 .438 .739 Millwood Pike Westbound 2 168 1 3 163 0 2 145 0 2 174 1 9 650 2 1 c8.3 0.3 4 227 9 2 225 3 3 228 3 6 288 11 1J `JOiS 20 1.5 95.9 2.6 File Name : 1 Julane Dr and Millwood Pik Site Code Start Date : 11/14/2017 Page No :2 ' Tulane Dri Millwood Pike Northbound Eastbound — � Int. T — -- Total- Right Thru_ _ Left App. 'Total � Right 'Thru I Left App. 'Total 171 4 0 6 10 2 223 2 227 412 166 I 0 3 4 1 239 3 243 420 147 3 0 5 8 1 178 3 182 346 177 1 0 2 3 0 161 0 161 347 661 9 0 16 25 4 801 8 813 1525 36 0 64 -- 0.5 98.5 1 .934 1 _ .000 .667 _ .625 .500 .838 667 836 908 _.563 _ _ ' 240 I 9 2 13 24 11 202 5 218 491 230 9 0 23 32 1 14 176 5 195 478 234 305 21 12 0 25 2 28 _ 46 42 17 21 188 149 3 5 208 175 511 537 1009 51 _ 4 89 144 63 715 18 796 2017 35.4 2.8 61.8 7.9 89.8 2.3 .827 1 .607 .500 .795 .783 .750 .885 .900 .913 .939 r � I Peggy Malone & Associates (800) 247-8602 File Name : 1Julane Dr and Millwood Pike Site Code Start Date : 11 /14/2017 Page No : 1 ' Groups Printed- Truck Tulane Dr Millwood Pike Tulane Dri Millwood Pike Southbound Westbound Northbound Eastbound Start Tin)c Right IhTu I fl P,•d. App I-M Ritda HIM Tin P1111 Ah,, h,�.,i lat!l), II,,,, I •6 r,•a, App Iola Right nva 101 lad, AI,,, 07:00 AM 0 0 0 0 0 1 16 0 0 17 1 0 0 0 1 0 9 0 0 9 27 07:15 AM 0 0 0 0 0 2 10 0 0 12 0 0 0 0 0 0 8 I 0 9 21 07:30 AM 0 I 2 0 3 0 9 0 0 9 0 0 0 0 0 0 13 1 0 14 26 07:45 AM 0 0 0 0 0 0 15 0 0 15 0 0 1 0 1 0 15 0 0 15 31 Total 0 1 2 0 3 3 50 0 0 53 I 0 I 0 2 0 45 2 0 47 105 08:00' ANI 1 0 1 0 2 0 3 0 0 31I 0 I 0 2 0 13 2 0 15 22 OH: 15 AM 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 14 1 0 15 28 08:30 AM 1 0 0 0 1 0 9 0 0 9 0 0 0 0 0 1 10 0 0 11 21 08:45 AM 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 15 0 0 15 28 To1a1 2 0 1 0 3 0 38 0 0 38 1 0 1 0 2 1 52 3 0 56 99 09:00 AM 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 18 0 0 18 27 09:15 AM 0 0 0 0 0 1 21 0 0 22 0 0 1 0 1 0 18 0 0 18 •11 09:30 ANI 0 0 1 0 1 0 8 0 0 8 0 0 1 0 1 0 30 0 0 30 •10 09:45 ANI 0 0 0 0 0 0 15 0 0 15 0 0 0 O 0 0 13 0 0 13 28 Total 0 0 1 0 1 1 53 0 0 54 0 0 2 0 2 0 79 0 0 79 136 10:00 AM 0 0 0 0 0 0 14 0 0 1.1 1 0 0 0 1 0 15 0 0 15 30 ANI 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 14 0 0 14 22 '10:15 1030 AN 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 I6 1 0 17 26 10:45 AM 0 0 0 0 0 0 10 1 0 11 0 0 0 0 0 0 15 1 0 16 27 TO -MI 0 0 0 0 0 0 41 1 0 42 1 0 0 0 I 0 60 2 0 62 105 I I :00 AM 11:15AM 0 0 0 0 0 0 0 0 0 0 0 0 17 9 0 0 0 0 17 9 0 0 0 0 1 0 2 0 1 2 1 0 7 5 0 0 0 0 8 5 26 16 11:30 AN 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 11 0 0 11 22 11:45 AM 0 0 0 0 0 0 12 1 0 13 0 0 0 0 0 1 14 0 0 15 28 l'otal 0 0 0 0 0 0 49 1 0 50 0 0 3 0 3 2 37 0 0 39 92 PM 0 0 0 0 0 1 11 0 0 12 0 0 1 0 1 0 12 1 0 13 26 '12:00 12:15 PNI 0 0 0 0 0 0 22 0 0 22 0 0 2 0 2 0 I5 0 0 15 39 12:30I'M 0 0 0 0 0 1 23 1 0 25 0 0 1 0 1 0 19 0 0 19 •15 12:45 PM 0 0 0 0 0 1 13 0 0 14 0 1 0 0 1 0 12 0 0 12 27 Ibtal 0 0 0 0 0 3 0 1 0 73 0 1 4 0 5 0 58 1 0 59 137 01:00 PNi 0 0 0 0 0 0 13 0 0 1 3 1 0 0 0 I 0 13 0 0 13 27 01:105 PIt 0 0 0 0 0 1 17 0 0 18 0 0 1 0 I 0 10 0 0 10 29 01:30I'M 0 0 0 0 0 1 16 0 0 17 1 0 2 0 3 0 9 0 0 9 29 01:45 PM 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 10 0 0 10 22 'Total 0 0 0 0 0 2 58 0 0 60 2 0 3 0 5 0 42 0 0 42 lo7 02:00 PNi 1 0 1 0 2 0 15 0 0 15 0 0 0 0 0 1 10 0 0 11 28 02:151)?Yl 0 0 0 0 0 0 17 0 0 17 0 0 1 0 1 0 6 0 0 6 2.1 02:30 PM 0 0 0 0 0 0 to 0 0 10 0 0 1 0 1 0 11 0 0 11 22 02:45 1'M 1 0 1 0 2 1 9 0 0 10 0 0 0 0 0 0 is 1 0 19 31 ' Total 2 0 2 0 4 1 51 0 0 52 0 0 2 0 2 1 45 1 0 47 105 03:00 PM . 1 0 0 0 1 0 9 0 0 9 1 0 0 0 1 1 15 0 0 16 27 03:15I'M 0 0 0 0 0 1 17 0 0 18 0 0 0 0 0 0 8 0 0 8 26 03:30 PM 0 0 2 0 2 0 1 1 0 0 I I 0 0 0 0 0 0 4 0 0 4 17 03:45 PM 0 0 0 0 0 0 10 0 0 10 0 0 1 0 1 0 8 0 0 S 19 7btal 1 0 2 0 3 1 47 0 0 48 1 0 1 0 2 1 35 0 0 36 89 04:00 PM 1 0 0 0 1 0 11 0 0 11 0 0 0 0 0 0 10 0 0 10 22 04:15 PM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 5 2 0 7 12 04:30 PM 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 5 0 0 5 19 04:45 I'M 0 0 0 0 0 0 4 0 0 4 0 0 1 0 I 0 G_ 0 0 G 11 - 'I'otnl -- I - - 0 - - ---- 0 0 I 0 34 0 0 34 0 0 I 0 I 0 26 2 0 28 64 PM 0 0 0 0 0 0 12 0 0 12 0 0 I 0 I 0 6 0 0 6 19 '05:00 05:15 PM 0 0 0 0 0 0 8 0 0 8 0 0 I 0 I 0 3 0 0 3 12 05:30I'M 0 0 1 0 1 0 8 0 0 8 0 0 0 0 0 0 4 1 0 5 14 05:45 PM 1 0 0 0 1 1 8 0 0 9 0 0 0 0 0 0 8 0 0 8 18 Total 1 0 1 0 2 1 36 0 0 37 0 0 2 0 2 0 21 1 0 22 63 06:00 PM . 0 0 0 0 0 0 4 0 0 1 0 0 1 0 1 0 2 0 0 2 7 06:15 PM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 8 06:30 PM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 4 06:45 PM 0 0 0 0 0 0 4 0 0 1 0 0 0 0 0 0 3 0 0 3 7 1'00tl - 0 0 0 0 - 0: 0 16 0 0 16 0 0 1 0 1 0 9 0 0 9 26 'Graad Total ' 7 1 9 0 17 ! 12 542 3 0 557 6 1 21 0 28 5 509 12 0 526 1 128 Apprch % 41.2 5.9 52.9 0 2.2 97.3 0.5 0 21 A 3.6 75 0 1 96.8 2.3 0 Total % 0.6 0.1 0.8 0 1.5 1.1 48 0.3 0 49A 0.5 0.1 1.9 0 2.5 OA 45.1 1.1 0 46.6 Peggy Malone & Associates (800) 247-8602 File Name Site Code Start Date Page No 1 Julane Dr and Millwood Pik] 11/14/2017 2 Tulane Dr Millwood Pike Tulane Dri Millwood Pike Southbound Westbound Northbound Eastbound _ Start Time Right _ Thru1 Leo I App. Total I Right I Thru Left App. I mil Right h Let' I App. Total I Right__ Thru I Let' LApp.Totat Int_Total 11 Peak I Iour Analysis From 07:00 AM to 11:45 AM- Peak I oft Peak Hour for Entire Intersection Begins at 09:15 AM 09:15 AM 0 0 0 0' 1 21 0 22 0 0 1 1 0 18 0 18 41 09:30 AM 0 0 1 1 I 0 8 0 8 0 0 1 1 0 30 0 30 40 09:45 AM 10:00 AM= 0 0 0 0 0 0 0 0 0 0_ 15 14 0 0 15 14 0 1 0 0 0 0 0 1 0 0 13 15 0 0 13 15 1 28' 30 Total Volume 0 _ 58 0 _ _ 59 1 0 2 3 0 76 0 76 139 %o Ap .Total 0 �00��� 98.3 0 33.3 33.3 0 66.7 66.7 0 100 0 PFIP .000 .690 .000 _ _ _670 _ .000 .750 .000 .633 .000 .633 .848 Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM ' 12:15 PM 0 0 0 0 0 22 0 22 0 0 2 2 0 15 0 15 39 12:30 PM 0 0 0 0 1 23 1 25 0 0 1 1 0 19 0 19 45 12:45 PM 0 0 0 0 1 13 0 14 0 1 0 1 0 12 0 12 1 27' 01:00 PM 0 0 0 0 0 13 0 13 1 0 0 1 0 13 0 13 I 27 Total V01ume 0 0 0 2 71 1 74 1 1 3 5 0 59 0 59 138 App. Total 0 0 0 �01 2.7 95.9 1.4 20 20 60 0 too 0 PHF .000 .000 .000 .0.500 _ .772 _ .250 .740 - .250 _ .250 .375 .625 1 .000 .776 .000 .776 .767 n Peggy Malone & Associates (800) 247-8602 File Name : 1-Tulane Dr and Millwood Pike Site Code Start Date : 11 /14/2017 Page No : 1 ' Groups Printed- Combined Tulane or Millwood Pike Tulane Dri Millwood Pike Southbound Westbound Northbound Eastbound little Right Ihni Lcll Ndti npp loyal Ryhl Ihni 1'11 I'cd+ npp 10M Right Ihnt Lcll fells npp anal bight Ihru Lcll Pcd, npp total In Ioial 'Start 07:00 AM 7 0 1 0 8 1 133 O 0 13.1 7 0 3 (1 10 6 1,17 G 0 159 311 07:15 AM 7 0 2 2 11 3 1.16 3 2 15.1 1 0 8 0 9 3 188 2 0 193 367 07:30Ap1 •1 1 2 0 7 2 177 1 0 IRO •1 0 G 0 10 2 236 3 0 2.11 •138 07:45 Apt 7 0 0 0 7 3 178 O 1 182 1 0 •1 0 5 1 25.1 3 0 258 •152 I'olal 25 I 5 2 33 9 63.1 •1 3 650 13 0 21 0 34 12 825 14 0 851 1568 08:00 AN l 9 I 1 1 12 2 1.18 0 2 152 •1 0 G 5 15 1 191 5 1 198 377 08:15 Apt 3 0 3 3 9 2 187 1 3 193 1 0 2 1 4 0 175 1 0 176 382 08:30 AM 7 0 1 1 9 5 177 2 1 185 3 1 4 0 8 5 165 1 0 171 373 08:15 r\pt 6 1 1 6 Id 3 IGI 3 2 169 1 1 3 2 7 11 218 G 0 228 •118 ' -10111 25 2 G II •1.1 12 673 6 8 699 9 2 15 8 34 10 7-19 13 1 773 1550 09:00 Apt 9 0 1 0 10 1 154 1 0 156 2 0 2 7 11 2 157 8 1 108 3.15 09:15 Apt 1 0 0 3 •1 5 17.1 0 O 179 1 1 G 1 9 1 155 7 1 IG4 356 09:30AM 2 0 1 I 4 0 I-'6 U 0 126 0 0 G O 6 2 159 3 0 164 300 09:45 Apt 0 0 0 1 I 158 1 1 165 0 1 •1 0 5 1 153 9 1 164 335 Total 12 0 2 5 19 8 612 5 1 626 3 2 18 8 31 G 62-1 27 3 660 1336 10:00 AM 0 0 0 2 2 - 130 0 3 135 7 0 7 1 15 G 132 1 0 139 291 '10:30 10:15 AM AM 0 0 0 0 0 0 0 0 0 0 0 1 117 121 0 1 0 120 123 1 4 0 0 8 0 S 2 9 14 G 3 145 151 3 •1 0 0 154 158 283 295 10:45 AM 0 0 0 1 1 0 127 7 0 134 4 0 9 2 15 1 142 5 0 148 298 Total 0 0 0 3 3 3 -195 8 6 512 16 0 32 5 53 16 570 13 0 599 1167 I I:00 AN 11:15 Apt 0 0 0 0 0 0 0 0 0 0 0 1 151 I I S G 0 2 157 124 4 5 0 0 G 1 12 0 11 17 7 4 I43 I06 1 G 0 0 151 I IG 319 257 11:30Apt 0 0 0 0 0 1 146 7 0 154 7 0 21 3 31 8 150 5 1 164 349 1 1:45 AM 0 0 0 0 0 1 17.1 6 0 181 8 1 7 1 17 10 1 SO 4 0 194 392 Total 0 0 0 0 0 3 589 22 2 GIG 24 1 •16 5 76 29 579 16 1 625 1317 12:00 Pp1 0 0 0 0 0 2 195 -1 0 201 7 0 IG 1 24 9 158 5 0 172 397 I2:15 Ppl 0 0 0 1 I 2 187 •1 0 193 8 I IG 4 29 7 167 8 0 182 405 12:30I'M 0 0 0 0 0 2 173 II 0 186 12 1 22 1 36 1.1 187 6 0 207 429 12:45 PM 4 0 0 0 4 •1 173 0 0 177 12 4 10 0 26 14 173 5 0 192 399 Total 4 0 0 1 5 10 728 19 0 757 39 G 6.1 6 115 44 685 24 0 753 1630 '01:00 PM 3 0 0 0 3 .1 190 5 1 200 G 0 I.1 0 20 3 179 4 0 186 409 01:15 Ppl 2 0 1 0 3 2 IS•1 •1 0 190 5 0 I5 1 21 4 IGI •1 0 IG9 183 01.3011A1 6 0 2 1 9 .1 I65 1 I 171 10 1 IS 0 29 G ISS 1 0 195 40.1 0IA5 11p1 5 2 1 0 S 2 15i G 2 I65 G 0 13 2 21 S 16.1 G 0 178 372 I otal 16 2 •1 1 23 1'_ 69-1 16 •1 726 27 I GO 3 91 21 69'_' 15 0 728 1568 02:001'pl 9 0 1 3 IG 6 189 -1 1 200 5 1 II 0 17 12 I6-1 G 0 182 415 02:15 Ppl 5 0 2 0 7 2 173 6 0 181 1.1 0 14 1 29 G 1.17 3 0 156 373 02:30I'M 32 1 3 0 36 3 186 2 0 191 II 1 16 2 30 14 173 4 0 191 448 02:45 PM 6 1 2 0 9 4 197 3 0 20-1 11 1 23 3 38 5 192 •1 0 201 452 ' Total 52 2 11 3 68 15 7.15 15 1 776 41 3 64 G 11-1 37 676 17 0 730 1688 03:00 PM IG 2 1 0 19 3 179 0 0 182 8 3 9 0 20 : 8 178 1 0 190 411 03:15 PM 15 4 2 0 21 5 ISS 4 0 197 6 0 IG 0 22 3 201 7 0 211 451 03:30 Pp4 9 0 3 0 126 228 1 2 237 G I 17 0 24 14 I86 4 0 204 477 03:45 Pp4 6 2 0 0 8 2 204 5 0 211 IS I 21 0 40 S IG2 8 0 17S 437 Total 46 8 6 0 60 16 799 10 2 827 38 5 63 0 106 33 727 23 0 783 1776 04:00 PM 14 1 4 0 19 1 207 1 0 209 3 1 23 1 28 9 177 8 0 194 450 04:15 PM 2 3 2 0 7 4 214 0 0 218 G I 20 5 32 22 217 5 0 244 501 04:30 PM 7 4 2 0 13 3 238 3 0 244 7 I 14 0 22 22 193 2 0 217 496 04:45 PM 8 0 1 1 10 4 231 9 2 246 9 2 14 1 26 11 208 5 0 224 506 Total 31 8 9 1 49 12 990 13 2 917 25 5 71 7 108 64 795 20 0 879 1953 05:00 PM 05:15 PM 20 16 1 3 0 4 0 8 21 31 2 3 237 236 3 3 0 4 242 246 9 2l 0 0 24 I 26 I 34 48 14 17 182 191 5 3 0 0 201 211 498 536 05:30I'M II 2 3 1 17 6 296 II 0 313 12 2 28 1 43 21 153 6 0 180 553 05:45I'M 5 3 2 0 10 7 211 IO O 228 i 11 1 20 0 32 24 165 3 0 192 462 Total I 52 9 9 9 79 18 980 27 4 1029 53 3 98 3 157 76 691 17 0 784 20'19 '06:00 PM 06:15 PM 3 3 1 0 2 1 0 2 G G 2 3 220 IGI 8 S 0 0 230 172 I I 12 1 0 15 0 26 2 27 40 I I 14 149 I63 I G 0 O IGI 183 424 401 06:30 PM 4 2 0 0 G 2 151 8 0 161 11 3 24 0 38 18 139 5 0 162 367 06:45 PM 5 3 0 0 8 3 133 2 0 138 6 2 16 1 25 12 122 9 0 143 314 Totali 15 G 3 2 26 10 665 26 0 701 40 G 81 3 136 55 573 21 0 649 1506 Grand lolall 278 38 55 38 109 128 8504 171 33 8836 328 34 633 54 1049 403 8186 220 5 9814 19108 Apprch % 68 9.3 13.4 9.3 IA 96.2 19 0.4 31.3 3.2 60.3 5.1 4.6 929 2.5 0.1 Total % ' 1.5 0.2 0.3 0.2 2.1 0.7 44.5 09 0.2 46.2 1.7 0.2 3.3 0.3 5.5 2.1 42.8 1.2 0 46.1 Peggy Malone & Associates (800) 247-8602 File Name : 1Julane Dr and Millwood Pik Site Code Start Date : 11/14/2017 Page No : 2 ' Tulane Dr Millwood Pike Tulane Dri Millwood Pike Southbound Westbound_ Northbound Eastbound Start Time Right j l hru i Let( _ App. ]T tal Riglu Thm Le(_i I App. Total Right 'Thru LeR_App. Total Right Thru Leo App. Total - Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 4 1 2 7 2 177 1 180 4 0 6 10 2 236 3 241 438 07:45 AM 7 0 0 7 3 178 0 181 1 0 4 5 1 254 3 2.58 451 08:00 AM . 9 1 1 11 2 148 0 150 4 0 6 10 1 191 5 197- 368 08:15 AM i_ 3 0 3 - _6 6__ 2 187 1 190 1 0 2 3 0 175 1 176 375 Total Volume 23 2 31 9 690 _ 2 701 10 0 18 28 4 856 12 872 1632 % App. Total 74.2 6.5 19.4 1.3 98.4 0.3 35.7 0 6 4. 3 0.5 98.2 L4 PHF 639 .500 .500 _ M5 .750 .922 .500 .922 .625 .000 .750 .700 .500 .843 -600 .845 .905 Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak I of 1 ' Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 8 0 1 9 4 231 9 244 j 9 2 14 25 11 208 5 224 502 05:00 PM 20 1 0 21 2 237 3 242 9 0 24 33 14 182 5 201 497 05:30 16 3 4 23 3 236 3 242 21 0 26 47 17 191 3 211 ' 551 - PM 11 2 3 16 6 296 - - 11 313 12 2 28 42 I 21 153 6 180 S51 Total Volume 55 6 8 _ 69 15 1000 26 1041 51 4 92 147 -- 63 - ---- 734 -- 19 816 2073 , a /o App. Total 79.7 8.7 1 LG L4 96.1 2.5 34.7 2.7 62.6 7.7 90 2.3 PHF I .688 .500 .500 .750 .625 .845 .591 .831 1 .607 .500 .821 .782 1 .750 .882 .792 .911 .941 L-. .� 7 rig _.. ... ___.. d r.^ Y....__." �-' �-:- C.JT.rr�r�if, G�fi:rrti.�) Z: �Lhai�Ml (�.luli�� �iii��l�i��i -_. -t�lt�.h�iir.�7 _ (d�1fih�1�1� 522 rrt Royal Pike Delco Plaza : counts by VDOT 08/06/2020 TIME NB NO Left turn 58 Right turn SR outside SR inside ER Right turn EO Thru/Left WR Right WR Thru/Left 58 Left turn Thru/Right N8 middle NB inside lane lane Thru lane Thru lane lane lane turn lane lane lane (outside) thru lane Thru lane lane Phasel 1 Phase2 1 Phase2 2 Phase2 3 Phase3 1 Phase3 2 PhaseA 1 Phase4 2 I PhaseS 1 Phase6 1 I Phase6 2 Phase6 3 ' 12:00 AM 0 2 19 3 0 0 0 0 0 1 10 8 12:15AM 0 0 6 2 0 0 0 0 0 4 10 5 12:30AM 1 7 12 5 0 0 0 0 0 S 19 8 12:45 AM 0 4 14 4 0 2 0 0 0 4 11 10 ' 1:00 AM 0 3 6 1 0 0 0 0 0 4 6 4 1:15AM 0 1 11 7 0 0 0 0 0 1 4 7 1:30 AM 0 0 10 4 0 0 0 0 1 5 10 3 1:45 AM 0 4 6 9 0 0 0 0 1 3 6 4 2:00 AM 0 2 12. 1 0 0 0 0 0 S 16 4 2:15AM 0 2 5 5 0 0 0 0 0 6 22 4 2:30 AM 0 2 9 0 0 0 0 0 0 6 13 6 2:45 AM 0 2 13 9 0 0 1 1 0 4 11 5 3:00 AM 0 1 5 6 0 0 0 0 0 3 14 2 3:15AM 0 2 12 4 0 0 0 0 0 2 15 7 3:30 AM 0 1 17 A 0 0 1 0 2 7 23 11 3:45 AM 0 5 22 14 0 1 0 0 0 3 18 9 4:00 AM 0 7 23 6 0 0 0 0 0 5 15 15 4:15 AM 0 4 54 19 0 1 0 0 0 6 12 4 4:30 AM 0 5 48 17 0 0 0 0 0 4 26 15 4:45 AM 0 0 66 32 0 0 0 0 0 10 60 5 5:00 AM 0 5 83 36 0 0 0 0 0 8 33 23 5:15 AM 1 5 109 48 0 3 0 0 0 12 50 23 5:30 AM 0 10 130 86 0 1 0 2 3 10 55 15 5:45 AM 0 2 108 78 0 2 0 2 0 12 60 34 6:00 AM 1 10 89 48 10 10 12 6 0 26 53 57 6:15 AM 6:30AM 0 1 22 36 100 103 58 57 4 2 3 12 14 11 4 1 2 0 18 30 58 74 50 42 6:45 AM 0 42 107 72 15 11 22 1 3 50 70 40 7:00 AM 3 31 104 68 16 4 19 0 3 33 63 45 7:15 AM 2 39 76 50 9 3 21 6 0 30 58 54 7:30 AM 4 24 85 68 16 2 21 2 2 39 58 56 ' 7:45 AM 2 37 95 80 22 3 24 4 0 39 58 69 8:00 AM 3 43 102 69 16 3 33 S 5 50 52 48 8:15 AM 5 36 79 43 18 5 23 2 2 33 41 78 8:30 AM 8:45 AM 8 9 52 51 74 89 50 83 26 17 13 4 17 22 1 2 0 8 38 31 48 66 63 57 9:00 AM 10 49 80 89 25 8 24 6 7 37 48 68 9:15 AM 7 35 81 86 15 16 32 0 2 46 67 91 9:30 AM 13 27 82 93 29 9 37 4 7 53 49 70 9:45 AM 1 54 99 111 27 8 45 5 5 46 83 74 10:00 AM 6 49 86 103 19 9 49 0 8 60 91 119 10: 15 AM 14 33 75 98 21 10 18 8 9 91 68 106 10:30 AM 5 61 83 114 31 8 26 3 9 48 66 103 10:45 AM 6 51 81 108 22 11 27 9 8 47 65 110 11:00 AM 3 44 97 151 19 8 32 12 6 45 65 93 11:15 AM 6 51 87 119 24 3 50 6 6 68 79 137 11:30 AM 9 61 102 114 25 11 47 8 6 80 111 104 11:45 AM 2 47 78 114 24 15 26 7 10 62 88 117 12:00 PM 15 60 85 124 43 15 41 18 11 141 179 244 12:15 PM 7 72 88 118 39 9 33 13 2 58 89 116 12:30 PM 12 55 102 104 24 4 53 8 13 72 77 116 12:45 PM 9 58 89 132 35 10 47 6 24 76 97 159 1:00 PM 6 47 89 140 20 10 34 12 12 59 75 131 1:15 PM 7 32 99 124 22 14 51 13 6 73 76 140 1:30 PM 5 53 99 103 29 7 34 10 9 85 78 118 1:45 PM 2 46 114 157 29 10 41 10 5 64 82 121 2:00 PM 11 50 135 119 29 11 70 6 10 112 125 171 2:15 PM 1 32 97 109 23 13 52 13 6 80 108 160 ' 2:30 PM 9 38 99 114 18 7 29 5 8 61 70 119 2:45 PM 4 27 89 128 8 10 36 8 19 71 86 131 3:00 PM 9 70 91 94 14 6 48 11 8 84 108 108 3:15 PM 4 37 103 103 45 43 67 12 10 101 101 118 3:30 PM 3 20 116 96 10 7 30 6 11 81 89 152 Page 1 3:45 PM 3 45 83 115 17 8 27 7 19 71 82 114 4:00 PM 5 33 89 93 21 9 38 13 11 71 84 138 4:15 PM 0 35 92 102 10 3 38 10 11 65 79 129 4:30 PM 45 32 88 115 13 7 35 4 7 52 97 140 4:45 PM 4 29 79 102 5 8 37 11 2 65 91 129 5:00 PM 9 40 67 117 16 20 46 10 6 86 90 159 5:15 PM 8 32 100 112 5 16 32 19 5 72 68 96 5:30 PM 1 22 61 83 9 13 25 7 1 52 94 112 5:45 PM 5 35 76 85 12 12 27 5 21 47 63 89 6:00 PM 6 27 80 89 15 10 20 17 4 61 77 96 6:15 PM 3 23 60 77 20 12 23 11 4 46 79 81 6:30 PM 2 31 67 65 9 19 19 3 1 33 70 90 6:45 PM 3 31 53 57 16 1 11 4 1 31 52 73 7:00 PM -7:15 0 19 77 71 12 3 20 10 5 36 65 82 PM 3 23 69 _ 62 16 _ 7 11 _ _ 7 4 31 55 73 11 7:30 PM 4 26 58 61 13 12 25 3 6 39 44 69 7:45 PM 4 18 54 50 7 21 16 6 1 29 44 49 8:00 PM 0 24 38 19 11 6 21 3 3 27 63 50 8:15 PM 0 20 59 28 5._ 14 19 - 8 2 30 59 51 8:30 PM 0 15 42 26 0 9 0 3 2 24 45 38 8:45 PM 0 4 29 15 0 7.,.. 2 2 2 13 28 28 9:00 PM 0 9 38 15 0 10 0 3 2 4 29 35 9:15 PM 1 4 28 13 0 4 0 0 0 4 25 15 9:30 PM 0 4 40 14 0 6 0 0 0 7 28 18 9:45PM 0 6 35� 15 '-Z_1. 8_-.._. 2 0 6 18 19 10:00PM 0 3 13 17 3 2 0 4 1 8 31 11 10:15 PM 1 1 27 13 0 4 2 1 0 4 10 14 10:30 PM 0 4 21 9 0 1 1 0 0 7 19 23 10:45 PM 0 4 19 8 0 2.0 0 0 8 21 13 11:00 PM 0 4 9 6 -0 1 0 0 0 10 22 9 11:15 PM 3 1 14 7 0 1 0 0 3 15 39 26 '11:30PM 0 4 18 4 0 0 0 0 1 6 14 8 11:45PM 0 1 15 .6 O O..__ 100 _ 0 4 14 3 Page 2 File Narne: R:\Jobs 2018\18-100.va_Staunton District Counts, TMPD On Call\Processed Data\2-US 522 and Costco Entrance AM.ppd Start Date: 4/3/2018 Start Time: 6:30:00 AM Site Code: Costco N Entrance US 522' US 522 Combined Westbound Northbound SouthbOUnd Start Time 7Teft Right I Peds Thru RightI Peds Left Thru I Peds 06:30 AM 0 3 0 105 3 0 0 117 0 06:45 AM 0 2 0 103 2 0 0 124 0 07:00 AM 0 4 0 120 1 0 0 114 0 07:15 AM 0 3 0 171 1 0 0 152 0 07:30 AM 0 8 0 150 3 0 0 190 0 07:45 AM 1 5 0 165 2 0 0 212 0 08:00 AM 0 9 0 119 1 0 0 140 0 08:15 AM 0 9 0 109 5 0 0 135 0 Cars Costco N Entrance US 522 US 522 Westbound Northbound Southbound Start Time Left Right F Peds Thru I Right I Peds Left Thru I Peds 06:30 AM 0 3 0 100 3 0 0 107 0 06:45 AM 0 2 0 89 2 0 0 119 0 07:00 AM 0 4 0 108 1 0 0 101 0 07:15 AM 0 3 0 159 1 0 0 136 0 07:30 AM 0 8 0 137 3 0 0 165 0 07:45 AM 1 5 0 143 2 0 0 199 0 08:00 AM 0 8 0 104 1 0 0 120 0 08:15 AM 0 8 0 95 5 0 0 115 0 Costco N Entrance US 522 US 522 Trucks Westbound Northbound Southbound Start Time Left Right Peds Thru Right Peds Left Thru I Peas 06:30 AM 0 0 0 5 0 0 0 10 0 06:45 AM 0 0 0 14 0 0 0 5 0 07:00 AM 0 0 0 12 0 0 0 13 0 07:15 AM 0 0 0 12 0 0 0 16 0 07:30 AM 0 0 0 13 0 0 0 25 0 07:45 AM 0 0 0 22 0 0 0 13 0 08:00 AM 0 1 0 15 0 0 0 20 0 08:15 AM 0 1 0 14 0 0 0 20 0 File Name: RAJobs 2018\18-100.va_Staunton District Counts, TMPD On Call\Processed Data\2-US 522 and Costco Entrance PM.ppd Start Date: 4/3/2018 Start Time: 4:00:00 PM Site Code: 04:00 PM 0 44 0 204 5 0 0 221 0 04:15 PM 0 35 0 181 4 0 0 179 0 04:30 PM 0 31 0 210 2 0 0 193 0 04:45 PM 0 34 0 187 5 0 0 227 0 05:00 PM 0 37 0 240 6 0 0 215 0 05:15 PM 0 33 0 196 5 0 0 210 0 05:30 PM 0 33 0 199 1 0 0 211 0 05:45 PM 0 39 0 163 3 0 0 181 0 04:00 PM 0 44 0 189 5 0 0 205 0 04:15 PM 0 35 0 170 4 0 0 162 0 04:30 PM 0 31 0 200 2 0 0 183 0 04:45 PM 0 34 0 171 5 0 0 211 0 05:00 PM 0 37 0 224 6 0 0 201 0 05:15 PM 0 33 0 184 5 0 0 202 0 05:30 PM 0 33 0 186 1 0 0 193 0 05:45 PM 0 39 0 151 3 0 0 176 0 04:00 PM 0 0 0 15 0 0 0 16 0 04:15 PM 0 0 0 11 0 0 0 17 0 04:30 PM 0 0 0 10 0 0 0 10 0 04:45 PM 0 0 0 16 0 0 0 16 0 05:00 PM 0 0 0 16 0 0 0 14 0 05:15 PM 0 0 0 12 0 0 0 8 0 05:30 PM 0 0 0 13 0 0 0 18 0 05:45 PM 0 0 0 12 0 0 0 5 0 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume ' LOCATION: Front Royal Pike -- Costello Dr QC JOB it: 14600314 CITY/STATE: Winchester VA DATE: Thu Apr 05 2018 797 875 Peak -Hour: 4:00 PM -- 5:00 PM + * tog 00 7 505 285 Peak 15-Min: 4:00 PM -- 4:15 PM a* L L Do t5.8 07 r 0 t• 7 ~ 8 J 214 ~ 411 00 M 0.0 J 1.4 ~ 24 <f Q:Q oo ; oo � ..3°'�t4 0 853 742+* uality Counts —1 4 115 2.8� o L J J i 4L 0 0 0 I 0 �1 CJ f� J « 0 o F r� �o 0 0NA JJ i L �J i t.L NA F J t NA ~ NA NA «©» NA Fi i l+ A NA ��*�F NA 15-Min COUntl Front Royal Pike Front Royal Pike —I — Costello or Costello or Total Hourly Period (Northbound) I (SOuthbound) (Eastbound) (Westbound) Totals Beginning At Left Thru Right U j Left Thru Right U t Left Thru Ri ht U ! Left Thru Ri ht U 1 0.0-p-M_ 8 36 n@1 t45 1 p 4 0 0 0—�5-0-59 559._ —4:15 PM 0 154 31 0 72 117 1 0 0 0 0 0 60 0 48 0 483 4:30 PM 0 185 24 0 65 112 3 0 1 0 0 0 47 0 51 0 488 4:45 PM 0 131 51 0 67 131 2 0_ 3 1 _ 0.____ 0 _ 45 0 56 0 487 2012 5:00 PM 0 178 33 0 69 127 2 2 2 0 1 0 34 0 34 0 482 1940 5:15 PM 0 189 35 0 84 117 7 0 1 0 3 0 41 0 47 0 524 1981 5:30 PM 11 130 24 0 77 124 5 0 2 0 0 0 30 0 48 0 451 1944 5:45 PM 0 136 27 0 60 111 1 0 0 0 2 0 40 0 45 0 422 1879 6:00 PM 0 144 23 0 61 101 4 0 3 2 1 0 34 0 41 0 414 1811 6:15 PM 0 116 20 0 82 108 2 1 2 1 0 0 32 0 49 0 413 1700 6:30 PM 0 101 19 0 72 83 2 0 2 0 1 0 24 0 43 0 347 1596 6:45 PM 1 75 16 0 62 96 5 0 5 0 1 0 30 0 47 0 338 1512 Peak 15-Min Northbound Southbound ____ Eastbound Westbound Flowrates Left Thru Right U Left Thru Muhl: U Left Thru Right U I Left Thru Right U Total All Vehicles 0 732 144 0 324 580 4 0 16 0 0 0 180 0 236 0 2216 Heavy Trucks 0 72 8 0 128 0 0 0 0 4 0 4 216 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Report generated on 4/12/2018 8:54 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 File Name: R:\Jobs 2018\18-100.va Staunton District Counts, TMPD On Call\Processed Data\1-US 522 and Costello Dr PM.ppd Start Date: 4/3/2018 Start Time: 4:00:00 PM Site Code: Faield Inn" \ + Costello pr € UWN-S 522 US 52 Combined hk \k \ % \t \ ; W-- 3� fa y 1 ;Eastbound ,` , N+: Wes#bound , '° , a ,,, . ,., N9rthbound .,,. Soulhbofind % ,11 ;Start Time Left{ Thr,"G'' ,Right Peds, fLeft„ %Thru .'Rights `3Peds I-Ceft ,,Thru ,;.;Right„ , Peds, (eft , Tb „Rt ht 3 t,P„eds ; 04:00 PM 3 0 1 0 46 1 56 0 0 154 27 0 98 122 0 0 04:15 PM 3 0 0 0 31 0 58 0 1 129 24 0 70 106 2 0 04:30 PM 0 1 0 0 35 0 52 0 1 162 26 0 67 114 3 0 04:45 PM 0 0 1 0 56 0 44 0 0 143 27 0 80 141 4 0 05:00 PM 5 0 0 1 38 0 49 0 1 192 30 0 68 156 3 0 05:15 PM 2 0 0 0 36 0 50 0 1 156 25 0 65 151 5 0 05:30 PM 6 1 0 0 26 0 52 0 0 133 36 0 78 134 4 0 05:45 PM 3 0 0 0 36 0 41 0 0 119 16 0 63 116 6 0 s ` Fare d (nn `€ Costello Dr k lJS 522 US 522 Cars Eastbound, Westbqund „�„ ,, + z No Soiithbounda Start,T�me Left, , ThruRight; +,P.eds:: " Left Thru„ ;Right , > Peds, , ,Left ` TF1ru Right „Peds. Left , ,r Thru : , Rights Peds,, 04:00 PM 3 0 1 0 45 1 55 0 0 140 26 0 97 107 0 0 04:15 PM 3 0 0 0 31 0 57 0 1 117 24 0 70 89 2 0 04:30 PM 0 1 0 0 35 0 52 0 1 152 26 0 67 103 3 0 04:45 PM 0 0 1 0 56 0 44 0 0 129 27 0 80 126 4 0 05:00 PM 4 0 0 1 37 0 49 0 1 177 29 0 68 143 3 0 05:15 PM 2 0 0 0 36 0 50 0 1 142 25 0 63 144 5 0 05:30 PM 6 1 0 0 26 0 51 0 0 123 36 0 77 118 4 0 05:45 PM 3 0 0 0 35 0 39 0 0 110 16 0 63 111 6 0 04:15 PM 0 0 0 0 0 0 1 0 0 12 0 0 0 17 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 10 0 0 0 11 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 14 0 0 0 15 0 0 05:00 PM 1 0 0 0 1 0 0 0 0 15 1 0 0 13 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 14 0 0 2 7 0 0 05:30 PM 0 0 0 0 0 0 1 0 0 10 0 0 1 16 0 0 05:45 PM 0 0 0 0 1 0 2 0 0 9 0 0 0 5 0 0 I Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume I 1 I�III L� I LOCATION: Prince Frederick Dr -- Costello Dr QC JOB If: 14600310 CITY/STATE: Winchester VA DATE: Thu Apr 05 2018 134 213 + t L 125 0 0 I56 Peak -Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:00 PM -- 4:15 PM a t 0.0 0.0 .) i 4 178 + 125 '� t' 0 + 0 ✓ i t. 39 + 32 '� JJ/, L 00 + 0.0 0 53 88 0 Quality Counts 31 00 h t & 00 00 0.0 11 0.0 + *F 12 141 �✓ i t.L 0 J i 0 [ff` 0 \� 4 0 + 0 0 0 0 O F NA L NA L 4)i �. + j ! + �� ✓ i t. ! t NA + NA NA i + NA NA �a t F ��, t r•F NA 15-Min Countl Prince Frederick Dr Prince Frederick Dr Costello Dr Costello Dr Total Hourly Beginning At bound) ortund) (North Left (Southbound) Thru Right ULLeft (Eastbound) f —f Thru Ri ht U (Westbound) Totals Left Thru Ri ht U I Left it Thru Right U L—Aao-em— __32 0 0 0 0 0 0 1-120 4:15 PM 15 13 0 0 0 2 28 0 28 0 1 0 0 0 0 0 87 4:30 PM 16 18 0 0 0 2 35 0 18 0 1 0 0 0 0 0 1 90 4:45 PM 10 21 0 0_ 0_ 3 0 47 27 0 1 0 0 1 0 0 0 0 0 0 0 0 0 106 94 403 _ 377 5:00 PM 8 25 0 0 _24 __ 0 4 29 0 5:15 PM 4 16 0 0 0 0 31 0 36 0 0 0 0 0 0 0 87 377 5:30 PM 8 8 0 0 0 1 25 0 28 0 2 0 0 0 0 0 72 359 5:45 PM 3 13 0 0 0 0 20 0 25 0 1 0 0 0 0 0 62 315 6:00 PM 3 6 0 0 0 0 25 0 17 0 2 0 0 0 0 0 53 274 6:15 PM 1 4 0 0 0 0 23 0 21 0 0 0 0 0 0 0 49 236 6:30 PM 1 3 0 0 0 0 15 0 15 0 0 0 0 0 0 0 34 198 6:45 PM 1 3 0 0 0 1 15 0 14 0 0 0 0 0 0 0 34 170 Peak 15-Min i Northbound Southbound Eastbound Westbound Flowrat Left Thru Ri ht U Left Thru Right U I Left _ Thru Right U Left Thru Right U Total All Vehicles 48 144 0 0 0 8 152 0 128 0 0 0 0 0 0 0 480 Heavy Trucks 0 0 0 0 0 8 16 0 0 0 0 0 24 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Continents: Report generated on 4/12/2018 8:53 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Prince Frederick Dr -- Costello Dr QC JOB #: 14600309 CITY/STATE: Winchester VA DATE: Thu Apr 05 2018 201 56 + 74 0 127 0L Peak -Hour: 7:15 AM - 8:15 AM Peak 15-Min: 7:45 AM -- 8:00 AM 4 t 5.4 0.8 0.0 79 42 J t' 0 ~ 0 4-6.3 9.5 j i' 0.0 4"0.0 0 0.82 0 0.0 .0 ~ 00 73 + 31 h 1 0 0 5 14 0F 10 1 ".'� Ir +► 5.5 0.0 0.0 00 i ! QUt �y } I t�Y LI�tT�J 20.0 0.0 158 19 "r: d.t15PC? Kdii`t: TF, 4 ! o L L 0 0 J + 4 0 J t 0 0 ~^ 0 #> NI 0 1 t f 0 0 F 0 0 0 NA L L �' 4 JNA iL +► NA -4 NA Ir h ! tr NA F NA NA Ir +1 ! P � NA i t 15-Min Count Prince Frederick Dr Prince Frederick Dr Costello Dr Costello Dr Total Hourly Period (Northbound) (Southbound) (Eastbound) (Westbound) Totals Beginning At Left Thru Ri ht U I Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht U 6:00 AM 0 1 0 0 0 16 3 0 3 0 6 0 0 0 0 0 29 6:15 AM 1 2 0 0 0 13 10 0 4 0 6 0 0 0 0 0 36 6:30 AM 0 0 0 0 0 18 7 0 8 0 4 0 0 0 0 0 37 6:45 AM 0 1 0 0 0 24 8 0 6 0 5 0 0 0 0 0 44 146 7:00 AM 0 6 0 0 0 19 11 0 7 0 10 0 0 0 0 0 53 170 7:15 AM I,. 2:, 5 0 �.0 0 27 18 0 8 0 V 2% 0 :, ' 0 0 0 0 62 196 7:30 AM 0. _' 0 0 0 0 38 22 0 11 . , 0 9, ' %0 = " ,0 0 0 0.,,,: . 80 , aI `= 239 8:00 AM 4 0 .- 0 0 28 13 0 8 0 .,,7 .= 0. 0 0.,0 �0 z 62_' 293 8:15 AM 1 3 0 0 0 21 20 0 9 0 2 0 0 0 0 0 56 287 8:30 AM 3 4 0 0 0 17 28 0 7 0 1 0 0 0 0 0 60 267 8:45 AM 0 2 0 0 0 11 18 0 9 0 4 0 0 0 0 0 44 222 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 4 20 0 0 0 136 84 0 60 0 52 0 0 0 0 0 356 Heavy Trucks 0 0 0 0 0 0 8 0 0 0 0 0 8 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: I 1 Report generated on 4/12/2018 8:53 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Prince Frederick Dr -- Coverstone Dr CITY/STATE: Winchester, VA 7 31 Peak-HOUr: 4:00 PM -- 5:00 PM + Peak 15-Min: 4:00 PM -- 4:15 PM * L 0 0 7 J i 4 0 +0 -t t' 31 ~ 31 0 [ 0.53 I + 0 0 0 i r 0~ 7 Quality Counts i f 0 0-RAHSF`02-4710`1 DATA a: 0 l �* F r L o i f NA L .1 i t. 4-.! L « NA ~ NA r .► �iNA fF Min County Prince Frederick Dr i Prince Frederick Dr Coverstone Dr Period (Northbound) (Soutflbound) _ (Eastbound) ginning At Left Thru Ri ht U Left Thru Ri ht U J Left Thru Right U 4:90_ _9 0_ 0 0 1 1 0 0 0 Q Q O Q 4:15PM 0 0 0 0 ( 2 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 4.45 PM 0 00 0_ 3 0 0 0 0 0 0 0 5:00PM 0 0 0 0 4 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 2 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 6:15PM 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 QC JOB #: 14600312 DATE: Thu Apr 05 2018 00 00 �i *L 00 00 00 r i 4 0.0 M 00 j� t' 00 ~ 00 00 `\ ~ 00 00 00 ti * rr 00 00 0.0 00 00 i 0.0 00 0 0 0 L i 4 0 t" 0 0 ~ 0 r o 0 0 NA J i V NA + �• t NA � r �, t r• NA Coverstone Dr Total Hourly (Westbound) Totals aft Thru Right U Q 0.17 0 0 7 0 9 0 0 3 0 4 0 0 4 0 7 _ 38_-_ 0 0 8 0 12 32 0 0 5 0 5 28 0 0 3 0 5 29 0 0 2 0 2 24 0 0 3 0 5 17 0 0 1 0 1 13 0 0 1 0 1 9 0 0 0 0 0 7 Peak15-Min I Northbound SouthbOUnd Eastbound ( Westbound Flowrates f Left Thru Right U I Left Thru Right U I Left Thru Right U Left Thru Riaht U Total All Vehicles 0 0 0 0 4 0 0 0 0 0 0 0 0 0 68 0 72 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Report generated on 4/12/2018 8:53 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Prince Frederick Dr -- Coverstone Dr CSC JOB #: 14600311 CITY/STATE: Winchester, VA DATE: Thu Apr 05 2018 41 13 Peak -Hour: 7:15 AM -- 8:15 AM 0.0 00 + 1 Peak 15-Min: 7:45 AM -- 8:00 AM a ! 0 0 41 0.0 0.0 0.0 0 + 0 '� ;' 13 + 13 0.0 + 00 '�" t" 0.0 + 0.0 + 0 0.0 * �+ 00 0 0 1 ! (+0 41 0.0 +0.0 �.� + �.r 00i 00 70 0 0 ity ('� #� 0 0 "r<i„h1b1%;aft': u.i`li�;'•t i�,.^,tr. � 't ! F UQouns 0.0 00 L �*j + t.L o s� IL o o 0 + + 0 0 h t rr 0 o F o 0 0 N L NA L+ . + jIle NA 4' NA NA + + -1NA ► r ► z - +1 * t' *1 + 4+ 1 -1 NA F NA 15-Min Count Prince Frederick Dr Prince Frederick Dr Coverstone Dr Coverstone Dr Total Hourly Period (Northbound) (Southbound) (Eastbound) (Westbound) Totals Th Beginning At Left Thru Ri ht U Left Thru Ri ht U Left Thru Right U Left ru Right U 6:00 AM 0 0 0 0 8 0 0 0 0 0 0 0 0 0 1 0 9 6:15AM 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 6 6:30 AM 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 4 6:45 AM 0 0 0 0 5 0 0 0 0 0 0 0 0 0 1 0 6 25 7:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 6 0 9 25 7.15 AM 0 0- 0 6 0 r 0 `0 Q 0; 0 0 _ `, 0 0 b 0 11� 30 7:30AM �b 0- 0 0 12 � 0 0 ;- 0,„�"0 - ," :0 0 0 j" p p 1 0 13 39 Lmmwb=�� INN ' 001 0 0 0 0 10 0 0 0 ol 0 = 0 0 0 0- 4 0 14 54 8:15 AM 0 0 0 0 5 0 0 2 0 0 0 0 0 0 2 0 9 52 8:30 AM 0 0 0 0 3 0 0 1 0 0 0 0 0 0 4 0 8 47 8:45 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 2 0 5 36 Peak15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right u Left Thru Right U Total All Vehicles 0 0 0 0 52 0 0 0 0 0 0 0 0 0 12 0 64 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Report generated on 4/12/2018 8:53 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume 1 a LOCATION: Custer Ave -- Millwood Pike QC JOB #: 14600307 CITY/STATE: Winchester VA DATE: Thu Apr 05 2018 133 A° + * 107 n3 13 Peak -Hour: 7:15 AM 8:15 AM Peak 15-Min: 7:45 AM -- 8:00 AM 25 82 a t 00 70 77 ✓ 4 4 I� 623 29 -1, _ t' 0 ~ 548 _j ✓ 4 k. 7 1 F 10 3j �.\ �' 00 ~ 82 780 l 0.871 + 4g6 1j � % t. ~ 922 105 7 52 823 18 22 21F + QuaLity Counts �`,. 78 4 BG to 7 4)* r.f 87 38� 87 56 45 143 F * 199 61 :C)..L;.Ci:GN :;EI•:•lb:.�;, 4 30 82 L L 4o ✓ i 4 o f' o 0 o 0 �i 0 0 O F NA NA L F .f � t � 41 .f NA NA nt- NA F NA + : : NA �a * F ii NA F 15-Min Count Custer Ave Custer Ave Millwood Pike Millwood Pike Total Hourly Period i (Northbound) (Southbound) (Eastbound) (Westbound) Totals Left Thru Ri ht 11 _ Left Thru Rig ht U Beginning Atl Lett Thm1 Ri ht U i _ Left Thru Right U 6:00 AM 0 0 4 0 5 1 5 0 3 106 14 0 3 60 0 0 201 6:15 AM 1 2 2 0 4 8 16 0 4 143 10 0 5 49 0 0 244 6:30 AM 1 2 5 0 5 8 18 0 3 193 15 1 3 69 0 0 323 6.45 AM 1 2 3 0 2 7 12 0 3 176 20 1 7 69 0 0 303 1071 7:00 AM 1 4 2 7 0 3 11 18 0 5 151 14 1 8 84 0 0 308 1178 7:15 AM I 6 6 4 0 2 13 29 0 5 169 22 1 10 119 0 1 387 1321 7:30 AM 2 6 4 0 2 16 31 0 5 172 29 0 14 114 0 0 395 1393 L_7L4.5_AM_-7 _ —6-8-0— 5-8—.24_-0 485 _s515 8_00 AM 3____4 5 0 4 6 23 0 12 200 23 1 11 135 0 427 1694 8:15 AM _ 3 3 4 0 1 7 21 0 7 155 20 1 15 _ _0_ _ 130 0 0 __ __ 367 1674 8:30 AM 4 5 5 0 3 20 24 0 3 149 14 0 10 125 0 1 363 1642 845 AM 4 3 5 0 5 5 19 0 5 141 9 0 15 102 0 0 313 1470 Peak 15-Min Northbound Southbound Eastbound Westboun_ d Flowrates __ Left Thru Right U I Left Thru Right U Left Thru Right U Left __ _ Thru Right U Total All Vehicles 28 24 32 0 20 32 96 0 20 988 124 0 64 512 0 0 1940 Heavy Trucks 4 0 8 4 0 0 4 84 0 4 40 0 148 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Sto ed Buses Comments: Report generated on 4/12/2018 8:53 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 1 Type of peak hour beinq reported: Intersection Peak Method for determinina peak hour: Total Enterina Volume I LOCATION: Custer Ave -- Millwood Pike QC JOB #: 14600308 CITY/STATE: Winchester VA DATE: Thu Apr 05 2018 136 134 t t 82 46 8 Peak -Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:30 PM - 4:45 PM a t 1 2 43 00 + L. 1173~ 95 !' 8 *1072 J i to 2.9 4- 1.1 '� '` N IL 0 0 * 3.2 673 0.96 ~ 1010 ~ 789 ~ 21 54 777 39 t + 95 QuAl y Counts 4.3fi✓ 3.1 39 * 4.8 .� ! �,. r 5.6 + 3.7 27 00 0.0 120 207 -RAH,',K..TP.-AT1 N i-jA"P + t 50 1.0 6 L 2 2 __1.) + t. 6 J t o 0 o __1 0 0 o F 0 0 O F NA I � NA � � + �. J t. �' NA } NA .0 a �. J .r. t NA * .. » F NA t l F NA 7 F -4 t -1 NA + 15-Min Count Period Custer Ave (Northbound) Custer Ave (Southbound) Millwood Pike (Eastbound) Millwood Pike (Westbound) Total Hourly Totals Beginning At Left ThruRight U Left Thru Right U Left Thru Ri lh U Left Thru Right U 4:00 PM 40 18 22 0 1 7 16 0 19 145 5 3 21 206 0 0 503 4:15 PM 16 - 11 -0' 18 :. 0 3 'I _ 22 �;,0 20; 17T 3", 11, 13 218- 3 t 0 518 ` = �.� �` v.7 �;1 �„:°` � %:fl , i / � � �.� , ``fie •� ! / - = .�, ��. 7 �5;� ..-�,�? 569 544 2163 2204 4:45 PM 5:00PM 17 ,15 38 0 24 -6 _'26 "0 4 7 17 �. 0 1 17- 0% 22 187 . 5 2 26 150 7 2 -, 13 ", f-13" 237 4 1 -263 1 0 5:15 PM 10 17 33 0 0 12 28 0 18 147 3 3 16 220 3 0 510 2196 5:30 PM 11 12 19 0 2 4 17 0 18 138 2 2 17 258 0 1 501 2124 5:45 PM 12 14 16 0 1 9 25 0 18 116 0 2 10 199 6 0 428 1983 6:00 PM 9 4 16 0 0 7 17 0 20 122 3 1 15 203 5 0 422 1861 6:15 PM 9 7 13 0 2 8 11 0 21 102 7 1 13 185 2 0 381 1732 6,30 PM 6 5 8 0 0 3 26 0 15 123 2 3 6 192 2 0 391 1622 6 45 PM 9 6 10 0 1 5 17 0 12 91 4 1 8 119 1 0 284 1478 Peak15-MinNorthbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Ri ht U Left Thru Right U Total All Vehicles 64 28 52 0 0 72 104 0 76 636 24 12 56 1168 0 0 2292 Heavy Trucks 0 0 0 0 0 0 0 32 4 0 28 0 64 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: I i 1 1 I F 1 1 it Report generated on 4/12/2018 8:53 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 1 Base Traffic Data for US 50 & Inverlee Wy Page 1 of 5 No Scale U G 1 b14080 0 0 u. IFigure 2 1 �00 / `l C6 1$ � 3 / llli i �0 r lY96l(q 631y(I) O 12g1(1 �iiii �` 4,0rssl��ll 661 �0 1 phA 1 SITE 4f/l1j, A Sul rhur-Sprlp;•s Road SITE so 79SO Jac bl`1 pal 1�� J --off r`a `X f0 o" O O Saturday AM A1VI Peak Hour(P1VI Peak I-Iour)[SAT Peak Hour] Existing Traffic Conditions A Traffic Impact Analysis ol'Carpers Valley Development Project Number: 13415-1-3 Junc 30, 2008 Page 6 Base Traffic Data for US 50 & Inverlee Wy Page 2 of 5 2025 BACKGROUND CONDITIONS PHR+A has provided analysis for the "Proposed Scenario' — Scenario #1. This scenario assumes the full build -out with access to be provided via Coverstone Drive (future roadway) located along the south side of Route 50 (Millwood Pike), opposite Inverlee Way. Per scoping agreement with the Virginia Department of Transportation (VDOT), Analyses are provided for two (2) additional scenarios: "VDOT/County Requested" Scenario #2 assumes the full build -out with access to be provided via Tazewell Drive (future roadway) located along the south side of Route 50 (Millwood Pike), opposite Sulphur Springs Road and "VDOT/County Requested" Scenario #3, a combination of the two (2) aforementioned scenarios, assumes the full build -out with access to be provided via both Coverstone Drive and Tazewell Drive located opposite Inverlee Way and Sulphur Springs Road, respectively. To obtain 2025 base conditions, PHR+A applied annual growth rates of three percent (3%) to the existing traffic volumes along Sulphur Springs Road and two percent (2%) to the existing traffic volumes along Route 50 and Route 522, respectively, per year through year 2015. Annual growth rates of 2% and 1 % were applied to Sulphur Springs Road and Route 50/Route 522, respectively, from year 2015 through year 2025. Additionally, all trips relating to specific future "other developments" located within the vicinity of the proposed development were included. Using the 7th Edition of ITE's Trip Generation Report, PHR+A has provided Table 2 to summarize the 2025 "other development" trip generation. Table 2 202S "Other Development" Trin (:rnrrntinn Rnnvnary Code Land Use Amount AM Peak Hour In Out Total PM Peak Hour In Out Total ADT Sat Peak Hour III Out Total ADT Ravens Subdivision x 210 Single -Family Detached 115units 22 67 90 78 44 122 1,150 61 52 113 1,200 Total 1 22 67 90 78 44 122 1,150 61 52 113 1,200 UI the) 6� umis proposed for the Ravens Subdrvtson development, 4/0 units are occupied. Figures 4a through 4c show the 2025 background weekday and Saturday ADT as well as weekday AM/PM peak hour and Saturday mid -day peak hour traffic volumes at key locations throughout the study area for Scenarios 1, 2 and 3, respectively. Figures 5a through Sc show the respective weekday AM/PM peak hour and Saturday mid -day peak hour levels of service at the study area intersections. Tables 3a through 3c are provided to show the 2025 background weekday AM/PM and Saturday mid -day peak hour levels of service and 95th percentile back of queue for each lane group for Scenarios 1, 2 and 3, respectively. All SYNCHRO level of service worksheets are included in the Appendix section of this report. A Traffic Impact Analysis of Careers ValleyNumb Development Project Number: 13415-1-3 R+A June 30, 2008 PH9 9 1 u 1 1 I 1 A TR+A Base Traffic Data for US 50 & Inverlee Wy Page 3 of 5 N 1 �1 ^ JlV✓ O SITE Sul hurSp!•ir��•s Road i -' so SITE � r 11980 I o� Saturday ADT AM Peak Hour(PM Peak Hour)[SAT Peek Hour] — I I Figure 4a "Proposed Scenario" Scenario #1 2025 Background Traffic Conditions PHIZn AA Traffic Analysis ofCarpers Vallej, Development Impact Analysis of Careers Vallee Development Project Number: 13415-1-3 June 30, 2008 Page 10 Base Traffic Data for US 50 & Inverlee Wy Page 4 of 5 No Scale a. PT TR+/ a Weekday ADT Saturday ADT AM Peak Hour(PM Peak Hour)[SAT Peak Hour] — 1 1 Figure 4b "VDOT/County Requested" Scenario #2 2025 Background Traffic Conditions A Traffic bn»nct Analysis of Cme Development Project Number: Number: 13415-1-3 Jame PHP P Pagee I I 1 a 11890 rL Base Traffic Data for US 50 & Inverlee Wy Page 5 of 5 (66 °�/(ly Ohl10- 3� ., SITE SITE so o� A Saturday ADT Roa 11980 AnII Peak Hour(YNI Peak I-Iour)[SA'I' Ycalc Hour] Figure 4c "VDOT/County Requested" Scenario #3 2025 Background Traffic Conditions � PHRn l7•cr%/ic.• hnturct Analysis oi'Ccu•per.r Valley Dei+clopnrcnt Project Numba-: 1341.5-I-3 Rine 30, Zoos Pagc 12 � I 1 17 L 1 CARS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU ,y/l IntersectionRoute 655 Sulphur Springs Road Date: December 06, 2017 ' Wednesdal (r//%/�. ,of: and: US 17-50 We, Clear, Cool /7/,1��//� Location: Frederick County, Virginia Entered by: CK Star Ratin.. , TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Route 655 Sulphur Springs Road on: on: US 17150 on: US 17150 N + S TIME RIGHT THRU LEFT U•TH TOTAL RIGHT TIIRU LEFT U•TH TOTAL I RIGHT TIIRU LEFT U•TH TOTAL ! RIGHT TIIRU LEFT U•TH TOTAL E + W AM 7:00 - 7 15 15 40 0 55 0 ! 10 72 0 82 127 18 0 145 282 715 - 7 30 26 50 0 76 0 8 67 0 75 191 15 0 2.06 357 7 30- 745 29 52 0 81 0 15 102 1 118 144 10 0 154 353 7:45 - 8.00 39 40 0 79 0 16 94 1 111 198 13 0 211 401 8 00 - 8' 15 35 42 0 77 0 12 100 0 112 156 14 0 170 359 8 15 - 8 30 33 36 0 69 0 6 81 1 88 132 18 2 152 309 8.30 - 8 45 30 42 0 72 0 1 16 131 0 147 118 20 0 138 357 8'45 - 9 00 20 32 0 52 0 17 85 0 102 150 9 0 159 313 9 00 - 9 15 25 17 0 42 0 15 68 0 103 87 21 0 108 253 I 9 15 - 9 30 30 23 0 53 0 11 69 0 80 101 15 0 116 249 9.30 - 9 45 22 26 0 48 0 j 11 65 0 76 105 18 1 124 248 9 45 - 1000 27 15 0 42 0 7 84 0 91 95 17 0 112 245 10.00 - 10 15 - 39 16 0 55 0 15 79 0 94 83 13 1 97 2,16 10.15 - 10 30 29 21 0 50 0 9 88 0 97 89 19 0 108 255 10.30 - 10.45 28 16 0 44 0 13 69 0 82 77 23 2 102 228 10.45 - 11 00 35 13 0 48 0 19 84 0 103 78 13 1 92 243 11.00 - 11 15 28 15 0 43 0 11 78 0 89 93 23 0 116 248 1115 - 11:30 27 13 0 40 0 13 89 0 102 71 36 0 107 249 11:30 - 11 45 43 11 0 54 0 15 106 0 121 82 25 1 108 283 11:45 - 12:00 31 11 0 42 0 8 89 0 97 93 37 1 131 270 12:00 - 12.15 35 17 0 52 0 23 117 0 140 99 28 2 129 321 12:15-12:30 20 18 0 38 0 15 92 1 108 120 22 0 142 288 12:30 - 12:45 37 16 0 53 0 16 120 0 136 82 21 2 105 294 12:45 - 1 00 25 24 0 49 0 12 88 0 100 85 35 0 120 269 1:00 - 1 15 35 9 0 44 0 i 23 96 0 119 98 31 1 130 293 1 15- 1:30 24 17 0 41 0 j 16 90 0 106 102 21 0 123 270 1:30 - 1:45 25 21 0 46 0 1 13 81 0 9A 115 31 0 146 286 1:45 - 2.00 25 24 0 49 0 17 80 0 97 102 31 1 134 280 2:00 - 2:15 30 18 0 48 0 28 99 0 127 92 22 2 116 291 2 15 - 230 30 15 0 45 0 23 118 0 141 100 38 0 138 324 2 30 - 2.45 35 22 0 57 0 32 144 1 177 88 36 1 125 359 2.45 - 3'00 31 23 0 54 0 ! 21 120 0 141 130 37 1 168 363 3:00-3 15 30 22 0 52 0 31 162 0 193 105 29 0 134 379 315 - 3 30 40 29 0 69 j 0 40 127 0 167 131 32 1 164 400 3:30 - 3 45 34 19 0 53 j 0 j 32 191 0 223 114 46 1 161 437 3:45 - 4 00 41 25 0 66 0 41 184 0 225 100 44 0 144 435 4,00 - 4 15 53 17 0 70 0 41 232 0 273 123 41 1 165 508 4:15 - 4.30 41 27 0 68 : 0 44 195 0 239 138 53 0 191 498 4:30-4:45 42 26 0 68 0 67 232 0 299 134 50 0 184 551 445 - 500 49 25 0 74 0 41 205 0 246 121 36 0 157 477 5:00 - 5 15 I 27 21 0 48 0 47 210 0 257 97 49 0 146 451 5 15 - 5 30 29 25 0 54 0 56 213 0 269 122 51 1 174 497 5 30 - 5:45 36 18 0 54 0 56 197 0 253 135 37 0 172 479 5.45 - 6:00 27 20 0 47 0 37 152 0 189 87 34 1 122 358 6.00 - 6.15 24 12 0 36 0 43 142 0 185 81 23 0 104 325 6:15 - 6:30 31 15 0 46 0 15 98 0 113 1 67 30 0 97 256 6:30 - 6 45 16 12 0 28 0 27 128 0 155 69 26 1 96 279 6-45 - 7 00 20 19 0 39 0 22 87 0 109 88 21 0 109 257 12 HrTotals i 1483 0 1087 0 2570 0 0 0 0 0 1126 5720 0 5 6651 0 5195 1332 25 6552 15973 Page 1 of 9 1 Hr Totals 7:00 - 8 00 109 0 182 0 291 0 0 0 0 0 49 335 0 2 386 0 660 56 0 716 1393 7:15 - 8 15 129 0 184 0 313 0 0 0 0 0 51 363 0 2 416 0 689 52 0 741 1470 7:30 - 8,30 136 0 170 0 306 0 0 0 0 0 49 377 0 3 429 0 630 55 2 687 1422 7 45 - 8:45 137 0 160 0 297 0 0 0 0 0 50 406 0 2 458 0 604 65 2 671 1426 8 00-9:00 118 0 152 0 270 0 0 0 0 0 51 397 0 1 449 0 556 61 2 619 1338 8 15 - 9:15 108 0 127 0 235 0 0 0 0 0 54 385 0 1 440 0 487 68 2 557 1232 8:30 - 9:30 105 0 114 0 219 0 0 0 0 0 59 373 0 0 432 0 456 65 0 521 1172 8:45 - 9:45 97 0 98 0 195 0 0 0 0 0 54 307 0 0 361 0 443 63 1 507 1063 9:00-10:00 104 0 81 0 185 0 0 0 0 0 44 306 0 0 350 0 388 71 1 460 995 9:15 - 10:15 118 0 80 0 198 0 0 0 0 0 44 297 0 0 341 0 384 63 2 449 988 9 30-10:30 117 0 78 0 195 0 0 0 0 0 42 316 0 0 358 0 372 67 2 441 994 9.45 - 10:45 123 0 68 0 191 0 0 0 0 0 44 320 0 0 364 0 344 72 3 419 974 10:00 - 11:00 131 0 66 0 197 0 0 0 0 0 56 320 0 0 376 0 327 68 4 399 972 10:15 - 11.15 120 0 65 0 185 0 0 0 0 0 52 319 0 0 371 0 337 78 3 418 974 10:30 - 11:30 118 0 57 0 175 0 0 0 0 0 56 320 0 0 376 0 319 95 3 417 968 1045-11:45 133 0 52 0 185 0 0 0 0 0 58 357 0 0 415 0 324 97 2 423 1023 11.00-12:00 129 0 50 0 179 0 0 0 0 0 47 362 0 0 409 0 339 121 2 462 1050 11:15 - 12:15 136 0 52 0 188 0 0 0 0 0 59 401 0 0 460 0 345 126 4 475 1123 11:30 - 12'30 129 0 57 0 186 0 0 0 0 0 61 404 0 1 466 0 394 112 4 510 1162 11:45-12A5 123 0 62 0 185 0 0 0 0 0 62 418 0 1 481 0 394 108 5 507 1173 12:00 - 1:00 117 0 75 0 192 0 0 0 0 0 66 417 0 1 484 0 386 106 4 496 1172 12:15-1:15 117 0 67 0 184 0 0 0 0 0 66 396 0 1 463 0 385 109 3 497 1144 12 30-1:30 121 0 66 0 187 0 0 0 0 0 67 394 0 0 461 0 367 108 3 478 1126 12:45 - 1:45 109 0 71 0 180 0 0 0 0 0 64 355 0 0 419 0 400 118 1 519 1118 1:00 - 2 00 109 0 71 0 180 0 0 0 0 0 69 347 0 0 416 0 417 114 2 533 1129 1:15 - 2:15 104 0 80 0 184 0 0 0 0 0 74 350 0 0 424 0 411 105 3 519 1127 1:30 - 2:30 110 0 78 0 188 0 0 0 0 0 81 378 0 0 459 0 409 122 3 534 1181 145-2:45 120 0 79 0 199 0 0 0 0 0 100 441 0 1 542 0 382 127 4 513 1254 2:00-3:00 126 0 78 0 204 0 0 0 0 0 104 481 0 1 586 0 410 133 4 547 1337 2:15 - 3:15 126 0 82 0 208 0 0 0 0 0 107 544 0 1 652 0 423 140 2 565 1425 2:30-3 30 136 0 96 0 232 0 0 0 0 0 124 553 0 1 678 0 454 134 3 591 1501 2:45 - 3:45 135 0 93 0 228 0 0 0 0 0 124 600 0 0 724 0 480 144 3 627 1579 3:00 - 4:00 145 0 95 0 240 0 0 0 0 0 144 664 0 0 808 0 450 151 2 603 1651 3:15-4:15 168 0 90 0 258 0 0 0 0 0 154 734 0 0 888 0 468 163 3 634 1780 3:30-4:30 169 0 88 0 257 0 0 0 0 0 158 802 0 0 960 0 475 184 2 661 1878 3:45 - 4:45 177 0 95 0 272 0 0 0 0 0 193 843 0 0 1036 0 495 188 1 684 1992 4:00-5,00 185 0 95 0 280 0 0 0 0 0 193 864 0 0 1057 0 516 180 1 697 2034 4:15-5:15 159 0 99 0 258 0 0 0 0 0 199 842 0 0 1041 0 490 188 0 678 1977 4:30-5:30 147 0 97 0 244 0 0 0 0 0 211 860 0 0 1071 0 474 186 1 661 1976 4 45-5:45 141 0 89 0 230 0 0 0 0 0 200 825 0 0 1025 0 475 173 1 649 1904 5'00-6:00 119 0 84 0 203 0 0 0 0 0 196 772 0 0 968 0 441 171 2 614 1785 5:15 - 6:15 116 0 75 0 191 0 0 0 0 0 192 704 0 0 896 0 425 145 2 572 1659 5:30 - 6:30 118 0 65 0 183 0 0 0 0 0 151 589 0 0 740 0 370 124 1 495 1418 5:45 - 6:45 98 0 59 0 157 0 0 0 0 0 122 520 0 0 642 0 304 113 2 419 1218 6:00 - 7:00 91 0 58 0 149 0 0 0 0 0 107 455 0 0 562 0 305 100 1 406 1117 PEAK HOUR 7:15 - 8:15 129 0 184 0 313 0 0 0 0 0 51 363 0 2 416 0 689 52 0 741 1470 4:00-5:00 185 0 95 0 280 0 0 0 0 0 193 864 0 0 1057 0 516 180 1 697 2034 Page 2 of 9 .MEDIUMS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Route 655 Sulphur Springs Road Dale: December 06, 2017 Wednesdal and: US 17.50 Weather: Clear, Cool / G/�//� Location: Frederick County, Virginia Entered by: CK Star Ratir...�,�/�/� TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Route 655 Sulphur Springs Road on: I on: US 17150 on: US 17150 N+ S TIME •. RIGHT TIIRU LEFT U-TN TOTAL RIGHT TIIRU LEFT U-TN TOTAL RIGHT THRU LEFT U•TN TOTAL RIGHT TIIRU LEFT U-TN TOTAL E i W j AM 700-715 0 0 0 0 0 2 8 0 10 5 4 0 9 19 7:15.7:30 0 3 0 3 0 0 8 0 8 4 6 0 10 21 7:30-7:45 2 3 0 5 0 2 4 0 6 3 4 0 7 18 7:45-8:00 8 0 0 8 0 3 3 0 6 5 2 0 7 21 8:00-8:15 2 1 0 3 0 1 3 0 4 10 2 0 12 19 815-830 4 6 0 10 0 3 3 0 6 6 8 0 14 30 830-845 0 2 0 2 0 0 12 0 12 8 4 0 12 26 I 845-9.00 7 1 0 8 i 0 1 6 0 7 4 2 0 6 21 900-915 4 1 0 5 0 0 5 0 5 4 9 0 13 23 915-930 6 1 0 7 0 2 4 0 6 6 4 0 10 ( 23 930-945 6 2 0 8 0 1 4 0 5 7 3 0 10 23 I 9 45 - 1000 1 0 0 1 0 1 8 0 9 4 10 0 14 24 10 00 - 10 15 7 3 0 10 0 2 4 0 6 7 6 0 13 j 29 10 15- 1030 9 0 0 9 0 1 6 0 7 5 6 0 11 27 1030- 1045 10 1 0 11 0 ; 2 2 0 4 5 4 0 9 24 1045-1100 4 2 0 6 0 I 0 3 0 3 5 4 0 9 18 1100-1115 5 2 0 7 0 1 2 5 0 7 6 10 0 16 j 30 11 15- 11 30 5 0 0 5 j 0 2 6 0 8 1 11 0 12 25 11 30- 11.45 10 1 0 11 0 0 3 0 3 4 5 0 9 I 23 11.45 - 1200 11 2 0 13 ! 0 3 4 0 7 8 5 0 13 1 33 12 00 - 12 15 1 3 0 4 0 0 4 0 4 3 6 0 9 1 17 12 15-1230 7 2 0 9 0 0 3 0 3 4 5 0 9 21 1230-1245 3 0 0 3 0 2 4 0 6 4 7 0 11 20 12 45 - 1 00 6 3 0 9 0 0 3 0 3 1 9 0 10 22 1.00 - 1 15 8 2 0 10 0 0 4 0 4 1 5 0 6 1 20 1 15- 1.30 5 0 0 5 0 1 3 0 4 6 5 0 11 20 1:30 - 1 45 7 3 0 10 0 0 5 0 5 3 6 0 9 24 145-200 9 1 0 10 0 2 3 0 5 3 4 0 7 I 22 200-215 3 1 0 4 0 2 2 0 4 1 7 0 8 16 2 15- 2.30 6 6 0 12 0 1 3 0 4 2 2 0 4 20 230-245 1 1 0 2 0 ! 1 I 5 0 6 2 10 0 12 20 245-300 6 3 0 9 0 2 4 0 6 6 4 0 10 25 3.00 - 315 4 2 0 6 0 5 3 0 8 5 4 0 9 23 3.15-330 6 1 0 7 0 I 1 3 0 4 5 1 1 7 18 330-345 4 2 0 6 0 I 3 5 0 8 5 2 1 8 22 345-400 6 1 0 7 0 I 3 6 0 9 7 1 0 8 24 4:00-4:15 0 5 0 5 0 1 7 0 8 4 0 0 4 17 4:15-4:30 1 3 0 4 0 0 11 0 11 2 0 0 2 17 4:30-4:45 1 0 0 1 0 2 3 0 5 1 0 1 2 8 4:45-5:00 1 2 0 3 0 0 2 0 2 1 0 0 1 6 5:00-515 0 1 0 1 0 1 1 0 2 1 1 0 2 5 5:15-5:30 0 0 0 0 0 0 2 0 2 0 0 0 0 2 5:30 - 5.45 0 1 0 1 0 0 2 0 2 3 0 0 3 6 5:45-6:00 0 0 0 0 0 0 2 0 2 1 2 0 0 2 4 6.00-6:15 0 0 0 0 0 0 1 0 1 0 0 0 0 1 j 6:15-6:30 0 0 0 0 0 0 1 0 1 1 0 0 1 2 6:30-6:45 0 1 0 1 0 0 2 0 2 1 0 0 1 4 6:45-7 00 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 Hr Totals 186 0 75 0 261 0 0 0 0 0 55 196 0 0 251 I 0 181 188 3 372 884 Page 3 of 9 1 Hr Totals 7:00 - 8:00 I 10 0 6 0 16 0 0 0 0 0 7 23 0 0 30 0 17 16 0 33 79 7 15 - 8:15 12 0 7 0 19 0 0 0 0 0 6 18 0 0 24 0 22 14 0 36 79 7 30 - 8:30 16 0 10 0 26 0 0 0 0 0 9 13 0 0 22 0 24 16 0 40 88 7 45 - 8:45 14 0 9 0 23 0 0 0 0 0 7 21 0 0 28 0 29 16 0 45 96 8 00 - 9:00 i 13 0 10 0 23 0 0 0 0 0 5 24 0 0 29 0 28 16 0 44 96 8 15 - 915 15 0 10 0 25 0 0 0 0 0 4 26 0 0 30 0 22 23 0 45 100 8:30 - 930 17 0 5 0 22 0 0 0 0 0 3 27 0 0 30 0 22 19 0 41 93 8:45 - 9 45 23 0 5 0 28 0 0 0 0 0 4 19 0 0 23 0 21 18 0 39 90 9:00 - 1000 17 0 4 0 21 0 0 0 0 0 4 21 0 0 25 0 21 26 0 47 93 !, 9 15 - 10:15 20 0 6 0 26 0 0 0 0 0 6 20 0 0 26 0 24 23 0 47 99 9 30 - 10:30 23 0 5 0 28 0 0 0 0 0 5 22 0 0 27 0 23 25 0 48 103 9 45 - 10:45 27 0 4 0 31 0 0 0 0 0 6 20 0 0 26 0 21 26 0 47 104 10:00 - 11 00 30 0 6 0 36 0 0 0 0 0 5 15 0 0 20 0 22 20 0 42 98 10 15 - 11 15 28 0 5 0 33 0 0 0 0 0 5 16 0 0 21 0 21 24 0 45 99 1030 - 11:30 24 0 5 0 29 0 0 0 0 0 6 16 0 0 22 0 17 29 0 46 97 10 45 - 11:45 24 0 5 0 29 0 0 0 0 0 4 17 0 0 21 0 16 30 0 46 96 11 00- 12:00 31 0 5 0 36 0 0 0 0 0 7 18 0 0 25 0 19 31 0 50 111 11:15 - 12 15 27 0 6 0 33 0 0 0 0 0 5 17 0 0 22 0 16 27 0 43 98 11:30 - 1230 29 0 8 0 37 0 0 0 0 0 3 14 0 0 17 0 19 21 0 40 94 11:45 - 12:45 22 0 7 0 29 0 0 0 0 0 5 15 0 0 20 0 19 23 0 42 91 12 00 - 1:00 17 0 8 0 25 0 0 0 0 0 2 14 0 0 16 0 12 27 0 39 80 12 15 - 1:15 24 0 7 0 31 0 0 0 0 0 2 14 0 0 16 0 10 26 0 36 83 12 30 - 1:30 22 0 5 0 27 0 0 0 0 0 3 14 0 0 17 0 12 26 0 38 82 1245 - 1:45 26 0 8 0 34 0 0 0 0 0 1 15 0 0 16 0 11 25 0 36 86 1:00 - 2:00 29 0 6 0 35 0 0 0 0 0 3 15 0 0 18 0 13 20 0 33 86 1.15 - 2:15 24 0 5 0 29 0 0 0 0 0 5 13 0 0 18 0 13 22 0 35 82 1 30 - 2:30 25 0 11 0 36 0 0 0 0 0 5 13 0 0 18 0 9 19 0 28 82 1:45 - 2:45 19 0 9 0 28 0 0 0 0 0 6 13 0 0 19 0 8 23 0 31 78 2:00 - 3 00 16 0 11 0 27 0 0 0 0 0 6 14 0 0 20 0 11 23 0 34 81 2:15-3 15 17 0 12 0 29 0 0 0 0 0 9 15 0 0 24 0 15 20 0 35 88 230 - 3.30 17 0 7 0 24 0 0 0 0 0 9 15 0 0 24 0 18 19 1 38 86 2 45 - 3:45 20 0 8 0 28 0 0 0 0 0 11 15 0 0 26 0 21 11 2 34 88 3 00 - 4:00 20 0 6 0 26 0 0 0 0 0 12 17 0 0 29 0 22 8 2 32 87 3.15 - 4:15 16 0 9 0 25 0 0 0 0 0 8 21 0 0 29 0 21 4 2 27 81 3:30 - 4:30 11 0 11 0 22 0 0 0 0 0 7 29 0 0 36 0 18 3 1 22 80 3:45 - 4:45 8 0 9 0 17 0 0 0 0 0 6 27 0 0 33 0 14 1 1 16 66 4:00 - 5:00 3 0 10 0 13 0 0 0 0 0 3 23 0 0 26 0 8 0 1 9 48 4:15 - 5:15 3 0 6 0 9 0 0 0 0 0 3 17 0 0 20 0 5 1 1 7 36 430-5:30 2 0 3 0 5 0 0 0 0 0 3 8 0 0 11 0 3 1 1 5 21 4:45-5:45 1 0 4 0 5 0 0 0 0 0 1 7 0 0 8 0 5 1 0 6 19 5:00-6:00 0 0 2 0 2 0 0 0 0 0 1 7 0 0 8 0 6 1 0 7 17 5:15-615 0 0 1 0 1 0 0 0 0 0 0 7 0 0 7 0 5 0 0 5 13 5:30-6:30 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 0 6 0 0 6 13 5:45 - 6:45 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 0 4 0 0 4 11 6:00 - 7:00 0 0 1 0 1 0 0 0 0 0 0 5 0 0 5 0 2 0 0 2 8 PEAK HOUR 7:15 - 8:15 12 0 7 0 19 0 0 0 0 0 6 18 0 0 24 0 22 14 0 36 79 4:00 - 5:00 3 0 10 0 13 0 0 0 0 0 3 23 0 0 26 0 8 0 1 9 48 Page 4 of 9 'HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Roulo 655 Sulphur Springs Road Date: December 06, 2017 Wednesdal %l��, r�// is . and: US 17-50 Weather: Clear, Cool Locallon: Frederick County, Vlr9lnia Entered by: CK Star Ralin.. -. TRAFFIC FROM NORTH 1 TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Route 655 Sulphur Springs Road ! on: oil: US 17150 on: US 17/50 N + S TIME + I RIGHT t TIIRU LEFT U-TN TOTAL RIGIIT TIIRU LEFT U-TN TOTAL RIGHT TIIRU LEFT U-TN TOTAL RIGHT TIIRU LEFT U•TH TOTAL E + W t i AM 700-7'15 0 0 0 0 ( 0 0 2 0 2 3 0 0 3 1 5 7:15-7:30 0 0 0 0 0 0 5 0 5 3 0 0 3 8 7:30-7:45 0 0 0 0 0 0 1 0 1 4 0 0 4 5 7:45-8:00 0 0 0 0 0 0 3 0 3 2 0 0 2 5 8:00-8:15 1 0 0 1 0 0 2 0 2 3 0 0 3 6 8:15-8'30 1 1 0 0 0 0 0 0 3 0 3 3 0 1 4 7 830-8:45 0 0 0 0 0 0 8 0 8 11 1 0 12 1 20 845-900 I 0 0 0 0 0 0 3 0 3 6 0 1 7 10 ! j1 900-915 I 0 0 0 0 0 0 4 0 4 5 0 0 5 9 9+15.9:30 0 0 0 0 I 0 0 3 0 3 5 0 0 5 8 930-945 0 0 0 0 0 0 8 0 8 2 0 0 2 10 945-1000 0 0 0 0 0 0 1 0 1 8 0 0 8 9 1000.10.15 10.15-10:30 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 0 2 3 9 6 0 0 0 0 9 6 11 9 10.30- 1045 j 0 0 0 0 0 0 3 0 3 3 0 0 3 6 10:45 - 11:00 0 0 0 0 0 0 3 0 3 8 0 0 8 11 11:00-1115 j 0 0 0 0 1 0 0 6 0 6 5 0 0 5 11 11 15-11.30 0 0 0 0 0 0 6 0 6 1 0 0 1 7 11.30-11:45 1 0 0 0 0 0 0 3 0 3 7 0 0 7 10 1145-12.00 0 0 0 0 0 0 5 0 5 4 0 0 4 j 9 12.00-1215 0 1 0 1 0 0 3 0 3 6 0 1 1 11 1215-1230 0 0 0 0 0 0 2 0 2 5 0 0 5 7 1230 - 1245 0 0 0 0 0 0 3 0 3 1 0 0 1 4 12 45 - 1'00 0 0 0 0 I 0 0 4 0 4 3 0 0 3 7 1.00-1.15 i 0 1 0 1 0 0 7 0 7 5 0 0 5 j 13 j 1:15-1:30 ( 1 0 0 1 0 0 5 0 5 2 0 0 2 8 1:30 - 1:45 1 0 0 1 ! 0 0 3 0 3 3 0 0 3 7 1:45-2:00 ! 0 0 0 0 0 0 5 0 1 5 3 0 0 3 8 2.00-2.15 0 0 0 0 0 0 3 0 3 - 3 0 0 3 6 i2:30-2:45 2:15-2.30 0 0 0 0 0 0 0 ! 0 1 0 0 0 0 7 4 0 0 7 4 4 1 0 0 0 0 4 1 ! 11 5 ! 245-300 ! 1 0 0 1 0 0 6 0 6 2 0 0 2 i 9 ! 3.00-3.15 0 0 0 0 0 0 6 0 6 2 0 0 2 8 3:15-3:30 0 1 0 1 0 0 10 0 10 4 0 0 4 15 3:30 - 3:45 ! 1 0 0 1 0 0 1 0 1 2 0 0 2 4 3,45 - 4:00 0 0 0 0 0 0 2 0 2 2 0 0 2 4 4:00-4:15 0 0 0 0 0 0 4 0 4 2 0 0 2 6 4:15-4:30 0 0 0 0 0 0 4 0 4 2 0 0 2 6 4:30-4:45 0 0 0 0 0 0 3 0 3 4 0 0 4 7 4:45 - 5:00 0 0 0 0 0 0 5 0 5 1 0 0 1 I 6 5:00-5:15 0 0 0 0 1 0 i 0 2 0 2 0 0 0 0 2 5:15-5:30 0 0 0 0 0 0 2 0 2 -� 1 0 0 1 3 5:30 - 5:45 0 0 0 0 0 0 1 0 1 2 0 0 2 3 ' 5:45-6:00 0 0 0 0 0 0 2 0 2 1 0 0 1 3 6:00-6:15 0 0 0 0 0 0 4 0 4 0 0 0 0 4 6:15-6:30 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:30-6:45 0 0 0 0 0 0 1 0 1 1 0 0 1 2 6:45-7:00 0 0 0 0 0 0 1 0 1 2 0 0 2 3 12 Hr Totals 5 0 3 0 8 0 0 0 0 0 0 174 0 0 174 j 0 163 1 3 167 349 Page 5 of 9 1 Hr Totals 7:00 - 8:00 7:15 - 8:15 7:30 - 8:30 7:45 - 8:45 8:00 - 9:00 8:15 - 9:15 8:30 - 9:30 8:45 - 9:45 9:00 - 10:00 9:15 - 10:15 9:30 - 10:30 9:45 - 10:45 0:00 - 11:00 0:15 - 11:15 0:30 - 11:30 0:45 - 11:45 1:00 - 12:00 1:15 - 12:15 1:30 - 12:30 1:45 - 12:45 12:00 - 1:00 12:15 - 1:15 12:30 - 1:30 12:45 - 1:45 1:00 - 2:00 1:15-2:15 1:30 - 2:30 1:45 - 2:45 2:00 - 3:00 2:15 - 3:15 2:30 - 3:30 2:45 - 3:45 3:00 - 4:00 3:15 - 4:15 3:30 - 4:30 3:45 - 4:45 4:00 - 5:00 4:15 - 5:15 4:30 - 5:30 4:45 - 5:45 5:00 - 6:00 5:15 - 6:15 5:30 - 6:30 5:45 - 6:45 6:00 - 7:00 EAK HOUR 7:15 - 8:15 4:00 - 5:00 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 1 0 1 0 2 2 0 1 0 3 2 0 1 0 3 2 0 0 0 2 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 1 0 1 0 2 2 0 1 0 3 1 0 1 0 2 1 0 1 0 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 11 0 0 11 0 9 0 0 9 0 16 0 0 16 0 16 0 0 16 0 18 0 0 18 0 18 0 0 18 0 18 0 0 18 0 16 0 0 16 0 14 0 0 14 0 14 0 0 14 0 9 0 0 9 0 11 0 0 11 0 15 0 0 15 0 18 0 0 18 0 18 0 0 18 0 20 0 0 20 0 17 0 0 17 0 13 0 0 13 0 13 0 0 13 0 12 0 0 12 0 16 0 0 16 0 19 0 0 19 0 19 0 0 19 0 20 0 0 20 0 16 0 0 16 0 18 0 0 18 0 19 0 0 19 0 20 0 0 20 0 23 0 0 23 0 26 0 0 26 0 23 0 0 23 0 19 0 0 19 0 17 0 0 17 0 11 0 0 11 0 13 0 0 13 0 16 0 0 16 0 14 0 0 14 0 12 0 0 12 0 10 0 0 10 0 7 0 0 7 0 9 0 0 9 0 7 0 0 7 0 7 0 0 7 0 6 0 0 6 0 11 0 0 11 0 16 0 0 16 0 12 0 0 1'< 0 12 0 0 12 0 12 0 1 1E 0 19 1 1 21 0 23 1 2 2E 0 25 1 2 2E 0 27 1 1 2E 0 18 0 1 1£ 0 20 0 0 2C 0 24 0 0 24 0 25 0 0 2E 0 26 0 0 2E 0 26 0 0 2E 0 22 0 0 22 0 17 0 0 17 0 21 0 0 21 0 17 0 0 17 0 18 0 1 19 0 22 0 1 23 0 16 0 1 17 0 15 0 1 1E 0 14 0 0 14 0 11 0 0 11 0 13 0 0 13 0 13 0 0 13 0 11 0 0 11 0 13 0 0 13 0 11 0 0 11 0 10 0 0 10 0 9 0 0 9 0 9 0 0 9 0 10 0 0 10 0 10 0 0 10 0 10 0 0 10 0 8 0 0 8 0 10 0 0 10 0 9 0 0 9 0 7 0 0 7 0 6 0 0 6 0 4 0 0 4 0 4 0 0 4 0 4 0 0 4 0 4 0 0 4 0 3 0 0 3 0 4 0 0 4 0 12 0 0 12 0 9 0 0 9 23 24 23 38 43 46 47 37 36 38 39 35 37 37 35 39 37 37 37 31 29 31 32 35 36 29 32 30 31 33 37 36 31 29 20 23 25 21 18 14 11 13 11 10 10 Page 6 of 9 PEDESTRIAN OBSERVATIONS - SUMMARY Counted by: VCU Intersection of: Route 655 Sulphur Springs Road Date: December 06, 2017 Wednesday �mJJ/r and: US 17.50 Weather: Clear, Cool G/rnip Location: Frederick County, Virginia Entered by: CK Star Rating. NORTHLEG SOUTH LEG EAST LEG WEST LEG ' Route 655 Sulphur Springs Road US 17150 _ _ _. _ _ US 17/50 TIME .. ... I. AM 7'00-7:15 0 0 0 7.15-7,30 0 0 I 0 730 - 7.45 0 ! 0 0 7:45 . 8:00 0 0 0 8.00-815 0 0 0 815 • 8:30 0 0 0 8:30.8:45 0 0 0 8:45-9:00 0 0 0 9.00-9.15 0 0 0 9:15-9.30 0 0 0 9:30-9:45 0 0 '� 0 9:45-10:00 i 0 0 0 10:00-10:15 0 0 0 10:15 - 10.30 � 0 0 0 10:30 - 10:45 0 0 0 10.45-11:00 0 0 0 11:00 - 11:15 0 0 0 11:15-11:30 0 0 0 11:30 - 11:45 0 -, 0 0 11:45 - 12:00 0 I 0 0 12:00-12:15 0 0 0 j 12:15-12.30 0 0 0 12'30 - 12:45 i 0 0 0 12:45 • 1:00 0 0 0 j 1:00-1:15 0 0 0 1:15-1.30 0 0 0 1.30 - 1:45 I 0 I 0 0 I 1:45-2:00 0 0 0 2:00 - 2:15 0 0 0 2,15-2:30 0 0 0 2.30-2:45 0 0 0 245-300 0 0 I 0 3.00-3:15 0 0 0 3:15 - 3:30 0 0 0 3:30-3:45 0 0 0 3:45 - 4:00 0 I 0 0 4:00 - 4:15 0 0 0 4:15 - 4:30 0 0 0 4:30-4:45 0 0 0 4:45 - 5:00 0 0 0 5:00-5:15 0 0 0 5:15-5:30 0 0 0 5:30-5:45 0 0 0 545-6:00 0 0 0 6:00-6:15 0 0 0 6:15-6:30 0 0 0 6:30-6:45 0 0 0 6:45-7.00 0 - 0 ---- ---p-------------- 0 - TOTALS--------� ------- - -- - — - - ... - - Q - - --- - ---- ---- 0 Page 7 of 9 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Route 655 Sulphur Springs Road Date: December 06, 2017 Wednesday and: US 17-50 Weather: Clear, Cool C7/%)/40 Location: Frederick County, Virginia Entered by: CK Star Rating. , TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Route 655 Sulphur Springs Road on: on: US 17150 on: US 17/50 N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 7 00 715 15 0 40 0 55 0 0 0 0 0 12 82 0 0 94 0 135 22 0 157 306 0 53 0 79 0 0 ' 0 0 0 8 80 0 88 "` 0 198 21 0 ;' 219 386 7:30 - 7:45 31 0 55 0 86 0 0 0 0 0 17 107 0" "" 1 125 0 151 `.14, 0 165 376 ; 7:45 - 800 47 0 40 0 87 0 " 0 0 0 0 19 i00 ,,, 0 1 120 0 ' 205 - "15' 0 220 " 427 8:00 - 8:15' 38 _0 43 ` 0 81 ' 0 0 0 0 " " 0 13 � r 105 0 0 118 : 0 _..169' < 16: 0 ' 185 "'- 384 " 8:15 - 8 30 37 0 42 0 79 0 0 0 0 0 9 87 0 1 97 0 141 26 3 170 346 830 - 8 45 30 0 44 0 74 0 0 0 0 0 16 151 0 0 167 0 137 25 0 162 403 8:45 - 9:00 27 0 33 0 60 0 0 0 0 0 18 94 0 0 112 0 160 11 1 172 344 9:00 - 9:15 29 0 18 0 47 0 0 0 0 0 15 97 0 0 112 0 96 30 0 126 285 9:15 - 9:30 36 0 24 0 60 0 0 0 0 0 13 76 0 0 89 0 112 19 0 131 280 9:30 - 9:45 28 0 28 0 56 0 0 0 0 0 12 77 0 0 89 0 114 21 1 136 281 9:45 - 10'00 28 0 15 0 43 0 0 0 0 0 8 93 0 0 101 0 107 27 0 134 278 10:00-10.15 46 0 19 0 65 0 0 0 0 0 17 85 0 0 102 0 99 19 1 119 286 10:15 - 10:30 38 0 21 0 59 0 0 0 0 0 10 97 0 0 107 0 100 25 0 125 291 10.30 - 10:45 38 0 17 0 55 0 0 0 0 0 15 74 0 0 89 0 85 27 2 114 258 10:45 - 11:00 39 0 15 0 54 0 0 0 0 0 19 90 0 0 109 0 91 17 1 109 272 11:00-11:15 33 0 17 0 50 0 0 0 0 0 13 89 0 0 102 0 104 33 0 137 289 11:15-11:30 32 0 13 0 45 0 0 0 0 0 15 101 0 0 116 0 73 47 0 120 281 11:30-11:45 53 0 12 0 65 0 0 0 0 0 15 112 0 0 127 0 93 30 1 124 316 11:45 - 12:00 42 0 13 0 55 0 0 0 0 0 11 98 0 0 109 0 105 42 1 148 312 12:00 - 12:15 36 0 21 0 57 0 0 0 0 0 23 124 0 0 147 0 108 34 3 145 349 12:15 - 12:30 27 0 20 0 47 0 0 0 0 0 15 97 0 1 113 0 129 27 0 156 316 12:30 - 12:45 40 0 16 0 56 0 0 0 0 0 18 127 0 0 145 0 87 28 2 117 318 12:45 - 1:00 31 0 27 0 58 0 0 0 0 0 12 95 0 0 107 0 89 44 0 133 298 1:00 - 1.15 43 0 12 0 55 0 0 0 0 0 23 107 0 0 130 0 104 36 1 141 326 1:15 - 1:30 30 0 17 0 47 0 0 0 0 0 17 98 0 0 115 0 110 26 0 136 298 1.30 - 1:45 33 0 24 0 57 0 0 0 0 0 13 89 0 0 102 0 121 37 0 158 317 1:45 - 2:00 34 0 25 0 59 0 0 0 0 0 19 88 0 0 107 0 108 35 1 144 310 2:00 - 2:15 33 0 19 0 52 0 0 0 0 0 30 104 0 0 134 0 96 29 2 127 313 2:15 - 2:30 36 0 21 0 57 0 0 0 0 0 24 128 0 0 152 0 106 40 0 146 355 2:30 - 2:45 36 0 23 0 59 0 0 0 0 0 33 153 0 1 187 0 91 46 1 138 384 2:45 - 3:00 38 0 26 0 64 0 0 0 0 0 23 130 0 0 153 0 138 41 1 180 397 3:00-3:15 34 0 24 0 58 0 0 0 0 0 36 171 0 0 207 0 112 33 0 145 410 3:15 - 3:30 46 0 31 0 77 0 0 0 0 0 41 140 0 0 181 0 140 33 2 175 433 3:30 3 45 39 0 21 0 60 0 0 0 0 0 35 197 0 0 232 0 121 48 2 171 463 3:45 4 00 47 0 26 0 73 0 0 0 0 0 44 192 0 0 236 0 109 45 0 154 463 4:00 415 53 �0 22 , -: 0 75 0 0 0 0 - 0 42 2430 0_: 285 029 741 " . 1 ��' 171 531 4:15 4 30 42 :' 0 30- 0 '-72 0 0 0 0 0- 44 210 ;0, ,0: 254">- 0 " j42 53� 0' "_ 195 521- 4:30 445 �- 43 0 26' 0 ��"69 0 0 0 0� 0 69 .238 = �0 "0 307 0� 139 50. 1 190 566'' 4:45 500 50. 0 =" 27 0 7i 0 0 ' 0 0 0 41 "` 212 0 '0 = 253 0 123 3fi 0 , 159 489 5:00 - 5:15 27 0 22 0 49 0 0 0 0 0 48 213 0 0 261 0 98 50 0 148 458 5:15 - 5:30 29 0 25 0 54 0 0 0 0 0 56 217 0 0 273 0 123 51 1 175 502 5:30 - 5:45 36 0 19 0 55 0 0 0 0 0 56 200 0 0 256 0 140 37 0 177 488 5:45 - 6:00 27 0 20 0 47 0 0 0 0 0 37 156 0 0 193 0 90 34 1 125 365 6:00 - 6:15 24 0 12 0 36 0 0 0 0 0 43 147 0 0 190 0 81 23 0 104 330 6:15 - 6:30 31 0 15 0 46 0 0 0 0 0 15 99 0 0 114 0 69 30 0 99 259 6:30 - 6:45 16 0 13 0 29 0 0 0 0 0 27 131 0 0 158 0 71 26 1 98 285 6:45 - 7:00 20 0 19 0 39 0 0 0 0 0 22 89 0 0 111 0 90 21 0 111 261 12 HrTotals 1674 0 1165 0 2839 0 0 0 0 0 1181 6090 0 5 7276 0 5539 1521 31 7091 17206 1 1 u 1 1 Page 8 of 9 � I � I � I I I Ll J 1 l jTOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: vcu l�rr Intersection of: RORte 655 Sulphur Springs Road Dale: December 06, 2017 Wednesdal lirr//ir ' and: US 17-50 Weather: Clear, Cool I Location: Frederick County, Virginia Entered by: CK Star Rating. 7 , TRAFFIC FROM NORTH TRAFFIC FROM SOUTH i TRAFFIC FROM EAST - TRAFFIC FROM WEST TOTAL on: Route 655 Sulphur Springs Road on: oil:: US 17150 on: US 17150 N + S TIME 1 RIGIIT TIIRU LEFT U-TN TOTAL RIGHT TIIRU LEFT U-TH TOTAL I RIGHT TIIRU LEFT U-TN TOTAL I RIGHT TIIRU LEFT U-TN TOTAL E .+ W 1 Hr Totals 7'00 - 8'00 119 0 188 0 307 0 0 0 0 0 56 369 0 2 427 ` 0 689 72 0 761 1495 715 - 8:15 142 0 191 0 333 0 0 0 0 0 57 392 0 2 451 0 723 66 0 789 1573 7:30 - 8'30 153 0 180 0 333 0 0 0 0 0 58 399 0 3 460 0 666 71 3 740 1533 7:45 - 8 45 152 0 169 0 321 0 0 0 0 0 1 57 443 0 2 502 0 652 82 3 737 1560 8:00 - 9.00 132 0 162 0 294 0 0 0 0 0 56 437 0 1 494 0 607 78 4 689 1477 8, 15 - 9 15 123 0 137 0 260 0 0 0 0 0 58 429 0 1 488 0 534 92 4 630 1378 830 - 9.30 122 0 119 0 241 0 0 0 0 0 62 418 0 0 480 0 505 85 1 591 1312 8:45 - 9:45 120 0 103 0 223 0 0 0 0 0 j 58 344 0 0 402 0 482 81 2 565 1190 9:00 - 10:00 121 0 85 0 206 0 0 0 0 0 48 343 0 0 391 0 429 97 1 527 1124 9:15 - 10:15 138 0 86 0 224 0 0 0 0 0• 50 331 0 0 381 •� 0 432 86 2 520 1125 9:30 - 10 30 140 0 83 0 223 0 0 0 0 0 47 352 0 0 399 0 420 92 2 514 1136 9.45 - 10.45 150 0 72 0 222 0 0 0 0 0 j 50 349 0 0 399 0 391 98 3 492 1113 . 10.00 - 11:00 161 0 72 0 233 0 0 0 0 0 61 346 0 0 407 0 375 88 4 467 1107 10.15-11'15 148 0 70 0 218 0 0 0 0 0 57 350 0 0 407 0 380 102 3 485 1110 10:30 - 11 30 1 142 0 62 0 204 0 0 0 0 0 62 354 0 0 416 0 353 124 3 480 1100 10:45 - 11:45 157 0 57 0 214 0 0 0 0 0 62 392 0 0 454 0 361 127 2 490 1158 11.00-12:00 160 0 55 0 215 0 0 0 0 0 54 400 0 0 454 0 375 152 2 529 1198 f 11.15 - 12:15 163 0 59 0 222 0 0 0 0 0 64 435 0 0 499 0 379 153 5 537 1258 11'30 - 12:30 158 0 66 0 224 0 0 0 0 0 64 431 0 1 496 0 435 133 5 573 1293 11:45 - 1245 145 0 70 0 215 0 0 0 0 0 67 446 0 1 514 0 429 131 6 566 1295 12:00 - 1:00 134 0 84 0 218 0 0 0 0 0 68 443 0 1 512 0 413 133 5 551 1281 12:15-115 141 0 75 0 216 0 0 0 0 0 68 426 0 1 495 0 409 135 3 547 1258 j 12:30 - 1:30 I 144 0 72 0 216 0 0 0 0 0 1 70 427 0 0 497 0 390 134 3 527 1240 1 12:45 - 1:45 137 0 80 0 217 0 0 0 0 0 65 389 0 0 454 0 424 143 1 568 1239 1:00 - 2:00 140 0 78 0 218 0 0 0 0 0 72 382 0 0 454 0 443 134 2 579 1251 1.15 - 2:15 130 0 85 0 215 0 0 0 0 0 79 379 0 0 458 ! 0 435 127 3 565 1238 1:30 - 2:30 136 0 89 0 225 0 0 0 0 0 86 409 0 0 495 j 0 431 141 3 575 1295 1:45 - 2:45 139 0 88 0 227 0 0 0 0 0 106 473 0 1 580 0 401 150 4 555 1362 2:00 - 3:00 143 0 89 0 232 0 0 0 0 0 110 515 0 1 626 0 431 156 4 591 1449 2,15-3:15 144 0 94 0 238 0 0 0 0 0 116 582 0 1 699 0 447 160 2 609 1546 1 230 - 3.30 154 0 104 0 258 0 0 0 0 0 133 594 0 1 728 0 481 153 4 638 1624 2:45 - 3'45 157 0 102 0 259 0 0 0 0 0 135 638 0 0 773 j 0 511 155 5 671 , 1703 3:00 - 4:00 166 0 102 0 268 0 0 0 0 0 156 700 0 0 856 0 482 159 4 645 1769 3-15 - 4:15 185 0 100 0 285 0 0 0 0 0 162 772 0 0 934 0 499 167 5 671 1890 j 3:30-4 30 181 0 99 0 280 0 0 0 0 0 165 842 0 0 1007 0 501 187 3 691 1978 3:45 - 4:45 185 0 104 0 289 0 0 0 0 0 199 883 0 0 1082 0 519 189 2 710 2081 4:00 - 5:00 188 0 105 0 293 0 0 0 0 0 ! 196 903 0 0 1099 0 533 180 2 715 2107 4:15 - 5:15 162 0 105 0 267 . 0 0 0 0 0 202 873 0 0 1075 0 502 189 1 692 2034 4,30-5:30 149 0 100 0 249 0 0 0 0 0 214 880 0 0 1094 0 483 187 2 672 2015 4,45-5:45 142 0 93 0 235 0 0 0 0 0 201 842 0 0 1043 0 484 174 1 659 1937 5:00 - 6:00 119 0 86 0 205 0 0 0 0 0 197 786 0 0 983 0 451 172 2 625 1813 5.15-6:15 116 0 76 0 192 0 0 0 0 0 192 720 0 0 912 0 434 145 2 561 1685 5:30 - 6:30 118 0 66 0 184 0 0 0 0 0 151 602 0 0 753 0 380 124 1 505 1442 5:45 - 6:45 98 0 60 0 158 j 0 0 0 0 0 122 533 0 0 655 0 311 113 2 426 1239 6:00 - 7:00 91 0 59 0 150 0 0 0 0 0 107 466 0 0 573 0 311 100 1 412 1135 1 PEAK HOUR 7:15 - 8:15 142 0 191 0 333 0 0 0 0 0 57 392 0 2 451 0 723 66 0 789 1573 4:00 - 5:00 188 0 105 0 293 0 0 0 0 0 196 903 0 0 1099 0 533 180 2 715 2107 Page 9 of 9 1 i] 1 a I One Logistics Park Winchester Traffic Impact Study Frederick County, Virginia 1 IWICKG20001 Appendix D Synchro SimTraffic Analysis Output - 2020 Existing Conditions Revised December 2020 SimTraffic Performance Report 2020 Existing AM 2020 Existing AM 09/18/2020 ' 8: Apple Blossom Dr & Jubal Early Drive Performance by approach --- __.. ._ _._..___.-._ .._._._-- ._._,__.._.___. . .. _ _ .. _ _-_.__..__._...-.-.__ _..... _______..__- Approach EB WB NB SB All _ � Denied Del/Veil (s) 0.6 0.0 0.2 1.0 0.3 Total Del/Veh (s) 15.4 13.1 31.6 50.4 20.3 9: Frontage Rd & Millwood Avenue Performance by approach ---B _Approach EB WB NB SB 'All � Denied Del/Veh (s) 0.0 0.0 3.7 0.1 0.1 Total Del/Veh (s) 19.6 9.6 20.6 30.0 13.7 ' 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach Approach _,.__. _- _ ..._...__. __._ _ _..-----_-.---.-------- WB--.__ __ -_NB-.- EB SB All � Denied DelNeh (s) 0.0 0.0 0.0 1.7 0.2 ' Total DelNeh (s) 4.9 17.4 0.6 35.6 12.2 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach _Approach EB WB NB SB All Denied DelNeh (s) 0.0 0.0 0.0 3.3 0.6 ' Total DelNeh (s) 18.7 25.3 46.2 26.0 26.1 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach Approach EB WB NB SB All Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) 2.5 1.1 27.6 19.6 2.9 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach Approach EB WB NB SB :All Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) 1.3 2.3 49.7 28.5 2.7 ' 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach Approach EB WB NB SB .All Denied DelNeh (s) 0.1 0.1 0.0 0.0 0.0 Total DelNeh (s) 19.6 15.0 5.0 9.3 8.4 1 51: Front Royal Pike & Costco Performance by approach WB.._.__;.-NB...__..___SIB All `---._m_,.__..__._.. Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 1.6 1.4 0.9 1.2 One Logistics Park - Winchester SirnTraffic Report Pennoni SimTraffic Performance Report 2020 Existing AM 2020 Existing AM 09/18/2020 60-. Route 522 & Hotel Entrance/Costello Dr Performance by approach Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total DOI' 1 6.5 H 70: Prince Frederick Dr & Costello Dr Performance by approach Denied DeINeh (s) 0.0 0.0 0.0 0.0 Tq tal be'W6 ,eO 6 71 -. Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach U-7-6567IRMITM- ('0107EFTE I Denied Del/Veh (s) 0.1 0.0 0.0 0.0 Total D ]A16w", 2 1 5 Ar 80: Coverstone Dr & Prince Frederick Dr Performance by approach Denied DeINeh (s) 0.0 0.0 0.0 Total s) 1,11,111"Pi, 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach Denied Del/Veh (s) 0.1 0.0 0.1 0.1 T-6-talb IM p W0(s: J1 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach 7- �- AN Mw Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 Total DellVehs j 4:� J, 23 100: Millwood Pike & Inverlee Wy Performance by approach Denied Del/Veh (s) 0.0 0.0 0.2 0.0 Totd'I eh s,A15 A 5. 110 I SimTraffic Performance Report 2020 Existing AM 2020 Existing AM 09/18/2020 ' 8: Apple Blossom Dr & Jubal Early Drive Performance by movement ovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied DelNeh (s) 3.1 0.3 0.3 0.0 0.0 0.0 3.8 0.1 0.1 1.1 0.2 0.2 Total DelNeh (s) 23.7 14.2 7.9 19.2 16.9 7.6 60.6 74.9 9.5 52.2 43.8 18.5 ' 8: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement All I Denied DelNeh (s) 0.3 Total DelNeh (s) 20.3 9: Frontage Rd & Millwood Avenue Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 4.0 0.1 0.1 Total DelNeh (s) 96.5 18.2 7.1 36.2 7.6 6.7 75.5 25.9 15.4 30.0 13.7 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement Movement EBT EBR WBL __W.-..._BT...._-__NBR_____ ... _ _ . SBR_.. - - -- -- - _ _--__-_.___ All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 1.7 0.2 Total DelNeh (s) 5.5 1.7 68.4 11.5 0.6 35.6 12.2 30: Front Roval Pike/1-81 NB Ramos & Millwood Avenue/Millwood Pike Performance by movement yovement EBL EBT EBR WBL WBT WBR NBL NBT NBR . SBL SBT . SBR Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.4 2.1 3.5 Total DelNeh (s) 36.8 23.4 5.6 59.7 27.5 9.3 51.0 49.6 17.9 67.3 57.0 1.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement ' ovement All Denied Del/Veh (s) 0.6 Total DelNeh (s) 26.1 ' 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement ovement . EBT WBT NBL . NBR SBL SBR All Denied DelNeh (s) 0.0 0.0 0.1 0.2 0.1 0.1 0.0 Total Del/Veh (s) 2.5 1.1 36.0 19.9 32.3 10.4 2.9 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Movement T - EBL EBT EBR WBL ' WBT WBR NBL NBR SBL SBT . SBR All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.2 0.1 0.1 0.0 Total Del/Veh (s) 11.0 1.2 0.5 18.3 2.3 1.6 72.0 16.3 74.3 74.3 13.3 2.7 I One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2020 Existing AM 2020 Existing AM 09/18/2020 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement oyement= x.` . ,f „s Bl > EBT" NBRf, WBL ' WBl' ffij- L I'BT fiBR, =,,SB SBT �SBI Denied Del/Veh (s) 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Tofa' l'Del/Veh (s) , . a , ..6:0 3 . 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement 29"g �m3, 9j s'..r ?�` •§ Qvemen i9 fi AI( #,w Denied Del/Veh (s) 0.0 Total DelfVeh(s)' 51 Front Royal Pike & Costco Performance by movement , Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 Total"DelNeh (s)... ` 1.5 14 -""1 2 -0.9 1 2 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement ry MI--, ent I ° 11.7 EBR WBL _ ._BT"' fNBR „ NBL � NI3T BRA SBL t SBT Bt3 All Denied DelNeh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 68 0 9 7 61.4 ;" 62 3% 2 8 0 3' ; 8.9 70: Prince Frederick Dr & Costello Dr Performance by movement Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh,(s) % "" 5.5 05 2 9 2.6 0 2 1 4 0 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.0 Total DelNeh (s) 2;7 02 1 7 0.9 1 4 _ MW... u. 80: Coverstone Dr & Prince Frederick Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 0:2 03 3 9 ; 0.4 """ 2.9 ,.,;�.. ". �. _� e� _.. 81 Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Denied Del/Veh (s) 0.0 0.2 0.0 0.1 0.1 Total Del/Veh (s) = 0.6 0:6 " .: 0.6: 3.7 1 0 One Logistics Park - Winchester SirnTraffic Report Pennoni SimTraffic Performance Report 2020 Existing AM 2020 Existing AM 09/18/2020 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement EBU EBL EBT EBR WBU WBL WBT NBL NBT NBR SBL SBT Denied Del/Veh (s) 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veil (s) 18.1 28.4 24.1 14.1 6.5 25.5 10.2 36.1 38.9 8.8 42.8 40.1 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement ovement SBR ----- All__..-.. ' Denied DelNeh (s) 0.0 0.0 ' Total DelNeh (s) 21.7 20.4 ' 100: Millwood Pike & Inverlee Wy Performance by movement ovement EBL EBT WBT WBR SRL SBR Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.2 0.2 0 ' Total DelNeh (s) 4.8 1.4 5.2 5.5 26.6 9.5 3 110: Millwood Pike & Sulphur Springs Rd Performance by mo Movement WBL WBR NBU NBT .NBR SBL S Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.2 0 Total DelNeh (s) 29.8 5.1 33.7 17.8 3.5 42.2 13 180: Sheriff's Office (East Entr) & Coverstone Dr Performance Movement EBR NBL All Denied DelNeh (s) 0.0 0.1 0.0 Total DelNeh (s) 0.1 3.8 1.1 Total Network Performance Denied DelNeh (s) 1.0 Total DelNeh (s) 66.8 All ! 0 4 vement 0 0.0 6 16.4 by movement i One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2020 Existing AM 2020 Existing AM 09/18/2020 Intersection: 8.- Apple Blossom Dr & Jubal Early Drive M eft; f<, t EB�.W�„r(, --, WB WB a NB NB NBtS,6,, fSBF SB .::, Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 128 254 254 94 =296 a320,.' 310 357,; 95 Average Queue (ft) 45 101 100 38 141 163 1 7 8 162 213 33 95th Queue (ft)- 93 1.93 197 75„ 249 ' ;`; 268' Z 29 29 ' 275 307= 77 Link Distance (ft) 642 642 900 900 692 692 519 519 Upstream Blk TimgA) a Queuing Penalty (veh) StWge;Bay Dist (ft) 275 45Q 200 350 Storage Blk Time (%) 0 0 0 0 Queurng Penalty (veh)' 0 0 Intersection: 9: Frontage Rd & Millwood Avenue IVlovemenf " tW6 yW6� Directions Served L T T R L T TR LT R R Maximum-Que-ue (ft) 69 399 432 - 20 „;144 =108 78 -' 51 102 62 Average Queue (ft) 20 148 175 1 69 15 14 9 41 18 95th Queue ft 56 296 345 9 , - �129 62 51 35 77°.�;,48 , Link Distance (ft) 900 900 212 212 809 332 l)pstream Blk Time; Queuing Penalty (veh) 0 Storage Bay Dist (ft) 75 50 180 : .> 250 Storage Blk Time (%) 1 20 30 0 0 ...- 0 Queuing Penalty (veh) „IV 4 1 0 0 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Rama & Millwood Avenue wm� �- ovement�q 1N� B78 878 SB SB %1 Directions Served T T L T T T T R R Maximum Queue (ft) 120 261 366 408 78 165 315 300 = Average Queue (ft) �- 31 43 130 131 172 3 7 191 182 95th Queue (ft�- s - 76 - 97 226 268-- 313°� 47 �73 ,285 275: , Link Distance (ft) 212 212 587 587 460 460 944 UpstreamBlk 0 o Queuing Penalty (veh) 0 Storage,Bay Dist,(ft) 580 % Storage Blk Time Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni ll F-� 17 [i G Queuing and Blocking Report 2020 Existing AM 2020 Existing AM 09/18/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ...._._._ --------- ovement EB EB EB EB 678 678 WB WB � WB " WB ' lJ6 --NB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 166 186 384 401 35 34 196 279 313 235 220 231 Average Queue (ft) 84 101 196 215 1 1 72 141 146 78 122 140 I 95th Queue (ft) 148 165 325 347 35 35 144 244 255 187 196 212 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 1 0 0 I Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 0 1 0 Queuing Penalty (veh) 0 0 0 3 1 Intersection: 30: Front Roval Pike/1-81 NB RaMDS & Millwood Avenue/Millwood Pike e_t ---------- _ _ _ NB- ----- NB. _. B "--- --------- ------------ SB_ - 16ve_m Directions Served T T R L T T R Maximum Queue (ft) 261 266 187 145 149 412 245 Average Queue (ft) 142 143 53 123 89 129 17 I 95th Queue (ft) 233 234 118 162 200 313 143 Link Distance (ft) 531 531 500 I Upstream Blk Time (%) Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 0 6 8 3 0 Queuing Penalty (veh) 0 0 33 40 20 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike �llovement WB NB SB ------------....------------- -- --� Directions Served T LTR LTR Maximum Queue (ft) 9 97 66 Average Queue (ft) 0 33 23 95th Queue (ft) 2 69 50 Link Distance (ft) 335 278 396 Upstream Blk Time (%) I Queuing Penalty (veh) Storage Bay Dist (ft) I Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni ��1 L�' Queuing and Blocking Report 2020 Existing AM 2020 Existing AM 09/18/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R L TR LTR Meicimum Queue;(ft) 46 78 93 1 17 98 124 4 84 . 57 ; 88 Average Queue (ft) 6 10 17 0 1 13 20 0 20 10 26 95th Queue (ft) 26 45 `59 1 ;�� 8 56 82 �., -� ,2, 55> 37 6 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) = - � Queuing Penalty (veh) Storage -Bay Dist(ft) 3Z0 v ,. 270 1000 500 - Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza SBA B Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 62 98 63 - 95 „ 55 126 38 128 84 113 149 27 Average Queue (ft) -- 17 40 15 44 16 22 13 23 7 25 39 3 95th Queue ft 48 %2 47 73 444 80 54' 82 25 80 106 14 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream BIk Time Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 := Storage Blk Time (%) -d , . 0 Queuing Penalty (veh) Intersection: 51: Front Roval Pike & Costco Directions Served MaximumQueuer(ft) Average Queue (ft) 95th Queue (ft),, Link Distance (ft) UpstreamBlkTime;(%) ,6 Queuing Penalty (veh) ' : - „ Storage Bay Dist,(f#) Storage Blk Time (%) o , Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 H 1 77 LJ 11 Queuing and Blocking Report 2020 Existing AM 2020 Existing AM 09118/2020 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement .- . ,. EB EB WB WB WB NB NB _Ns__. _ NB SB. ,.. SB SB ' Directions Served LT R L LT R L T T TR L T TR Maximum Queue (ft) 50 31 93 117 54 15 126 145 188 118 141 145 Average Queue (ft) 12 7 21 45 17 1 46 43 65 45 36 39 95th Queue (ft) 39 27 63 91 46 7 103 110 146 102 102 104 Link Distance (ft) 416 416 1340 1340 990 990 990 252 252 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 120 100 195 Storage Blk Time (%) 0 1 1 0 Queuing Penalty (veh) 0 0 0 0 Intersection: 70: Prince Frederick Dr & Costello Dr _ o-yeme. --nt - -- -- EB _--- EB -----_ NB 1 Directions Served L R LT Maximum Queue (ft) 67 38 34 Average Queue (ft) 25 17 1 ' 95th Queue (ft) 55 39 15 Link Distance (ft) 1590 157 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 71: Prince Frederick Dr & Army Corp of Engrs Entr Movement WB SB � Directions Served LR LT Maximum Queue (ft) Average Queue (ft) 54 7 27 1 95th Queue (ft) 33 12 Link Distance (ft) 908 157 Upstream Blk Time (%) I Queuing Penalty (veh) Storage Bay Dist (ft) ' Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2020 Existing AM 2020 Existing AM 09/18/2020 Intersection: 80: Coverstone Dr & Prince Frederick Dr Directions Served L Maximum Queue (ft) 30JF Average Queue (ft) 16 95th Queue (ft)33 a Link Distance (ft) 408 o., Upstream .Blk Tme m z Queuing Penalty (veh) Storage Bay Disf (ft) Storage Blk Time Queuing Penalty (veh) Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr �3° ` . @ �. �`"Y .t'd£�' D`G,�'..r�y�' � � Mouement �N. �9%� � `� T � < ?eFF?3, 5"����� 4 .,, i> .�, ���� .s <. Directions Served L Maximum Queue(ft) 26�= Average Queue (ft) 6 95th Queue (ft) =' ' 23 Link Distance (ft) 368 .r Upstream Blk Time.(°t°) Queuing Penalty (veh) Storage�Bay.Dist_(ft) e Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served UL T T R UL T TR LT R LTR Maximum Queue (ft) 149 567 570 200 91 ' 175 192 81 54 215 Average Queue (ft) 28 242 248 71 28 65 77 26 12 91 95th Queue (ft) = 91 478 ' 486 197 40 = 157 61 •.. 36 . 173 Link Distance (ft) 909 909 814 814 424 424 267 Upstream Blk Ti 0: f Queuing Penalty (veh) 0 Sto,s ge Bay Disf(ft) 150,. 200 =.365; m % Storage Blk Time (%) 0 19 15 0 Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 11 I 1 r_ I� it J ' Queuing and Blocking Report 2020 Existing AM 2020 Existing AM 09/18/2020 Intersection: 100: Millwood Pike & Inverlee Wy ovement EB WB SB ' Directions Served L R LR Maximum Queue (ft) 27 8 126 Average Queue (ft) 4 0 45 95th Queue (ft) 19 6 89 Link Distance (ft) 1206 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 110: Millwood Pike & Sulphur Springs Rd WB --__- NB - NBNB—_o_.- SB____ Directions Served L R UT T R L T T Maximum Queue (ft) 248 101 158 159 71 170 265 268 Average Queue (ft) 126 38 78 81 22 62 113 120 95th Queue (ft) 218 80 134 142 55 127 229 234 Link Distance (ft) 508 694 694 2542 2542 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 450 290 430 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 180: Sheriff's Office (East Entr) & Coverstone Dr MovementNB Directions Served L Maximum Queue (ft) 25 Average Queue (ft) 6 95th Queue (ft) 22 Link Distance (ft) 366 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty:136 One Logistics Park - Winchester SimTraffic Report Pennoni Ile MM Project Information Analyst Pennoni Date 11/24/2020 Agency VDOT Analysis Year 2020 Existing Jurisdiction Frederick Co, VA Time Period Analyzed AM Peak Hour Project Description One Logistics Park - Winchester Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (Nwl.), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway to Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 628 562 355 291 :Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 6.00 6.00 11.00 11.00 Heavy Vehicle Adjustment Factor (fHV) 0.929 0.931 0.892 0.901 Flow Rate (vi), pc/h 735 656 433 351 Weaving Flow Rate (vw), pc/h 1007 Freeway Max Capacity (cIFL), pc/h/In 2200 Non -Weaving Flow Rate (vNw), pC/h 1168 Density -Based Capacity (clwt.), pc/h/In 1689 Total Flow Rate (v), pc/h 2175 Demand Flow -Based Capacity (clw), pc/h 5184 Volume Ratio (VR) 0.463 Weaving Segment Capacity (cw), veh/h 4650 Minimum Lane Change Rate (LCMIN), Ic/h 1007 Adjusted Weaving Area Capacity, pc/h 5067 Maximum Weaving Length (LMAx), ft 7397 Volume -to -Capacity Ratio (v/c) 0.43 Speed and Density Non -Weaving Vehicle Index (INW) 0 Average Weaving Speed (Sw),mi/h 37.7 Non -Weaving Lane Change Rate (LCNw), Ic/h 50 Average Non -Weaving Speed (SNw), mi/h 34.3 Weaving Lane Change Rate (LCw), Ic/h 1079 Average Speed (S), mi/h 35.8 Weaving Lane Change Rate (LCAII), Ic/h 1129 Density (D), pc/mi/In 20.3 Weaving Intensity Factor (W) 0.324 Level of Service (LOS) B Copyright © 2020 University of Florida. All Rights Reserved. HCSM Freeways Version 7.6 Generated: 11/24/2020 15:15:06 2020 Existing AM.xuf SirnTraffic Performance Report 2020 Existing PM 2020 Existing PM 09/18/2020 8: Apple Blossom Dr & Jubal Early Drive Performance by approach ... - .. - I Approach _ EB WB - NB SB All Denied Del/Veh (s) 0.5 0.0 0.6 1.3 0.4 Total Del/Veh (s) 34.1 18.6 47.6 52.3 31.5 I9: Frontage Rd & Millwood Avenue Performance by approach E, B WB NB SB All Denied DelNeh (s) 0.0 0.0 3.6 0.1 0.3 Total DelNeh (s) 33.3 13.3 55.4 165.7 27.0 I10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach ' ach .. - -- --- --: --- - - - -- - - _... --- - --: ApproWB NB-SB All Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 3.1 3.1 3.5 3.3 _Approach EB WB NB SB All Denied DelNeh (s) 0.0 3.0 0.0 1.5 1.2 ITotal DelNeh (s) 5.7 44.7 0.4 57.8 23.7 30: Front Royal Pike/I-81 NB Ramps &Millwood Avenue/Millwood Pike Performance by approach Denied DelNeh (s) 0.1 0.3 0.2 3.3 0.4 ITotal DelNeh (s) 24.4 48.0 54.8 33.1 38.6 31: Gas Station Driveway/Hotel Driveway &Millwood Pike Performance by approach APproach EB WB NB SB All. Denied DelNeh (s) 0.0 0.1 167.0 22.5 3.7 Total DelNeh (s) 1.9 15.7 529.1 344.5 25.4 I40: Delco Plaza/Tulane Drive &Millwood Pike Performance by approach Denied DelNeh (s) 0.0 0.0 0.2 0.2 0.0 Total DellVeh (s) 6.2 18.4 52.9 34.6 16.1 I50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach Approach - - EB - - - WB - -- -- NB -_ -- SB - . All "--- ----- -- - ---- - -- --- - : - - - --------I Denied DelNeh (s) 0.2 0.1 0.0 0.0 0.0 ' Total DellVeh (s) 39.7 45.6 11.6 14.9 17.9 I One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2020 Existing PM 2020 Existing PM 09/18/2020 60: Route 522 & Hotel Entrance/Costello Dr Performance by approach NBi. Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 Total DelNeh (s) 82 3 37 2 ' 22 9 _' . 24,4 26 6 70: Prince Frederick Dr & Costello Dr Performance by approach r �x� Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) =- 3:4 1.1 07 24 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach Denied Del/Veh (s) 0.2 0.0 0.0 0.1 Total DelNeh, (s) 3.3 0.4 0 82 5 80: Coverstone Dr & Prince Frederick Dr Performance by approach 'oath WOW Denied DelNeh (s) 0.0 0.0 0.0 Total Del/Veh (s) ":--' 0.4 2:7� 0 8 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach p €�.r ,- � k 3 >�,. � �2:.. ,,,, „ .� - „i'-�n-.4'3..�3 •-- v� �� , �s 4� � : � �/.r`xc�& Denied Del/Veh (s) 0.5 0.0 0.1 0.1 Total DelNeh (s) 05 06 4 0 1$ - 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach ., , „ �O . /, , � , -_. EB % ��B , .,.,a�.�s SB�R A(I .. «� N <�� /- . % ��°=��R V '� �i �- / % ,✓t Denied Del/Veh (s) 0.0 0.0 0.5 0.0 0.0 Total Del/Veh.(s) 8:0 29.6 63 3„ 59 3 26 100: Millwood Pike & Inverlee Wy Performance by approach Denied Del/Veh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) : 1:8 - 1.2.1 36:2 9 2 110: Millwood Pike & Sulphur Springs Rd Performance by approach roach„ �i Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Vefr (s) 207 68.7 - 15 3 46 9 One Logistics Park - Winchester SirnTraffic Report Pennoni I� r-I D LJ SiniTraffic Performance Report 2020 Existing PM 2020 Existing PM 09/18/2020 8: Apple Blossom Dr & Juba] Early Drive Performance by movement M ove- m­e'n, t , -_ - - - , - - ­_ EBL - _NbTNl3N SBL sbT - -----Sgk Denied DelNeh (s) 2.6 0.4 0.5 0.0 0.0 0.0 3.8 0.2 0.2 1.5 0.4 0.3 Total DelNeh (s) 40.0 34.0 29.1 49.2 22.0 6.8 901 83.0 24.4 55.6 44.4 28.3 8: Apple Blossom Dr & Jubal Early Drive Performance by movement WVenentAll ------- --- Denied Del/Veh (s) 0.4 Total DelNeh (s) 31.5 9: Frontage Rd & Millwood Avenue Performance by movement W� e m__ en,t, EBL EBT -- ------ -- E--B--R- _WBL,WB"TW-13-k-, NBL NBT NBR-- 'S' B L ---- S* B_ - R-, All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.7 3.7 0.1 0.1 0.3 Total Del/Veh (s) 110.7 32.5 29.8 50.7 8.9 15,0 75.4 63,9 54.8 305.5 38.6 27,0 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement Movement EBT --- ---- --- ------ EBR WBL WBT NBR SBR All Denied DelNeh (s) 0.0 0.0 6.9 2.3 0.0 1.5 1.2 Total DelNeh (s) 6.9 1.8 242.3 8.5 0.4 57.6 23.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement V6vifliefit ­_ -, ­_ _,_­ -, " __ __ ­_. ­ Eb [ EiFT - ­Ew ---Vv FL -- --W�f -- -W--B-- R---- ---N--B-- L- N-- -B­T­­-,-N-- B-R- S-- B---L Sgf -g FR Denied DelNeh (s) 0.0 0.0 0.1 0.0 0.2 0.5 0.2 0.3 0.1 3.6 1.8 3.5 Total DelNeh (s) 51.8 21.2 6.2 78.8 42.7 51.9 64.1 50.9 14.9 89.5 75.1 1.2 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Movement ------ - ------ All Denied DelNeh (s) 0.4 Total Del/Veh (s) 38.6 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement B__L_,__"__N__B_R_,__,_S_B,_L - ------ S-,B* , R, All Denied DelNeh (s) 0.0 0.1 141.9 188.3 23.6 21.6 3.7 Total DelNeh (s) 1.9 15.7 564.7 497.7 358.1 334.1 25.4 I I I One Logistics Park - Winchester SirnTraffic Report Pennoni I SimTraffic Performance Report 2020 Existing PM 2020 Existing PM 09/18/2020 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement cut SBI Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.2 0.1 0.2 Total DelVeh (s) - 23.9 14 13 9 18 6 = 8.0 75,8 ;. 71.5 12.3 83.1 80.1 23.9 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Denied Del/Veh (s) 0.0 Total Del/Veh (s) . 161 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement VI,, NOR NB7 tJSR Denied Del/Veh (s) 0.2 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.4 0.0 0.0 Total Del/Veh (s) 79,480.2 13 8 71 0 67 9 '28 9 92 7 10:7 7.7 99.5 15 0` . 6;6 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Denied Del/Veh (s) 0.0 Total DellVeh (s)',17.9 51: Front Royal Pike & Costco Performance by movement m � ... avement.� �, _«< 9 3 ': % .3 _ �WBR� % \ C � # % / // � �.',.Z, � Y 7 3�y�i //Ty // T/.xet� � ` �t�g � �.BR�SBT� . All .: ����� �.� �, � , � � � � Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s)= ' 3 `1 31 3z1 3 5 .3 3 .- 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement Denied Del/Veh (s) 0.1 0.1 01 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh,(s) 85 3/ 100 0 �4 0 671 17 6 65 7 23 2 20 3 65.9 4.6 4,1 26 6 70: Prince Frederick Dr & Costello Dr Performance by movement �^����s�-� o e /BLS , >>1�EBR NFL NBT ySBT SBR All 1 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Deli (s) a, 8: ( 61,3 `., 71: Prince Frederick Dr & Army Corp of Enars Entr Performance by movement Mo''vement; }j �NBR"DUMN Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.1 Total DellVeh (s) 3,3 �2 5 One Logistics Park - Winchester SimTraffic Report Pennoni 11 1 C 11 1 fI 7 ' SimTraffic Performance Report 2020 Existing PM 2020 Existing PM 09/18/2020 ' 80: Coverstone Dr & Prince Frederick Dr Performance by movement Movement "- Denied Del/Veh (s) _ __WBT WBR _ - SBL- --SBT All i 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 0.3 0.4 3.5 0.1 0.8 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Movement EBT EBR WBT NBL All Denied DelNeh (s) 0.0 1.0 0.0 0.1 0.1 ' Total DelNeh (s) 0.5 0.6 0.6 4.0 1.8 ' 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement EBU EBL EBT EBR WBU WBL, WBT WBR NBL NBT NBR" SBl) Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.4 0.1 0.0 0.0 0.7 1.0 0.0 0.0 Total DelNeh (s) 31.7 28.1 6.0 2.7 22.0 21.8 29.9 29.2 115.9 86.3 9.5 73.7 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement SBT SBR All Denied DelNeh (s) 0.0 0.0 0.0 ' Total DelNeh (s) 71.4 50.8 26.1 100: Millwood Pike & Inverlee Wy Performance by movement Movement EBL EBT WBT WBR SBL SBR All Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.2 0.1 0.0 Total DelNeh (s) 19.0 0.9 12.0 13.2 56.5 26.1 9.2 110: Millwood Pike & Sulphur Springs Rd Performance by movement ___.-nt -----_-._-_. Mo,vem_-e _----._------__.--__.__--_-_---------_--____. WBL WBR NBT NBR SBU SBL SBT All ' Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 32.2 14.4 74.1 41.3 52.8 37.1 8.7 46.9 ' 180: Sheriff's Office (East Entr) & Coverstone Dr Performance by movement Movement EBR NBL All � ' Denied DelNeh (s) 0.0 0.1 0.1 Total Del/Veh (s) 0.0 3.7 3.0 Total Network Performance Denied Del/Veh (s) Total Del/Veh (s) 2.6 120.6 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2020 Existing PM 2020 Existing PM 09/18/2020 Intersection: 8: Apple Blossom Dr & Juba] Early Drive B Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 274 „ 446 > 453 189 340 354, 73 149 140 , 350 482- 234 Average Queue (ft) 44 258 270 87 179 195 22 58 56 221 271 87 95th Queue ft O , 147 410 4=18 156 299 -' 313 , 59 1&, 112 342 403'- 176 Link Distance (ft) 642 642 900 900 692 692 „ - 519 519 ,. Upstream- lk Time; (%) Queuing Penalty (veh) 0 Storage Bay Dist (ft) 275 450 �6 200 Storage Blk Time (%) 0 0 0 2 Queuing e- nalty.(veh) 0 0 - Intersection: 9: Frontage Rd & Millwood Avenue Move en EBB :, m� � EB �� EB, W1 WB. NB, $� 1 ll�i S� H- - ..- . , ..:. , , ,NB £. ,< Directions Served L T T R L T TR LT R LT R Maximum Queue - 669 43->179 �. 271 215 374, 250 .= 132 58 ,-. Average Queue (ft) 19 373 432 6 118 93 55 66 182 50 18 95th Queue ft ( ) 574 653„ 28 , ,',181 256 153 271 ` 275 „130 48 . Link Distance (ft) 900 900 212 212 809 332 332 Upstream Blk Time.(%) , ,- 3- - 0 Queuing Penalty (veh) 26 3 Storage Bay Disf (ft) 7550 180 — 250 - u Storage Blk Time (%) 1 32 40 0 3 2 2 7 Queuing Penalty (veh} 4 4Ank Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue 3 8 8 fl 78�878 Directions Served T T L T T T T R R Maximum Queue (ft) 584 244 ,- 270 ' 166 346 331 142 154 % 558 629 Average Queue (ft) 79 85 463 312 185 74 67 19 218 196 95th Queue,(ft) 129 136, 656 77;7 514 314 303 141 323 302 H _ , Link Distance (ft) 212 212 585 585 462 462 462 944 o Upstream 81k Time % 0 Queuing Penalty (veh) 0 0 126 3 6 5 Storag6taay Dist,(ft)- Storage Blk Time (%) 6 1,5 Queuing Penalty (veh) 44 37 d 1 One Logistics Park - Winchester SimTraffic Report I Pennoni 11 Queuing and Blocking Report 2020 Existing PM 2020 Existing PM 09/18/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB EN B78 - WB WB WB WB NB NB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 396 406 403 351 78 41 290 407 420 235 334 381 Average Queue (ft) 239 251 176 181 6 1 100 331 386 232 212 228 ' 95th Queue (ft) 366 378 329 299 59 39 249 459 459 259 328 382 Link Distance (ft) 462 462 585 585 388 388 531 Upstream Blk Time (%) 0 1 0 6 24 2 Queuing Penalty (veh) 0 4 0 42 183 8 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 1 0 15 33 34 1 4 ' Queuing Penalty (veh) 0 1 3 0 11 210 144 2 9 Intersection: 30: Front Roval Pike/I 81 NB Ramos & Millwood Avenue/Millwood Pike ovement NB NB NB SB SB SB Directions Served T T R L T T Maximum Queue (ft) 402 388 275 139 148 180 Average Queue (ft) 217 226 56 92 43 57 95th Queue (ft) 344 341 191 145 128 132 Link Distance (ft) 531 531 500 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 2 0 1 2 0 ' Queuing Penalty (veh) 2 0 4 7 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike vlovement WB WB WB NB SB- I Directions Served T T R LTR LTR Maximum Queue (ft) 323 354 20 262 241 ' Average Queue (ft) 101 237 1 171 114 95th Queue (ft) 303 446 20 346 303 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) 1 8 32 5 t Queuing Penalty (veh) 4 41 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2020 Existing PM 2020 Existing PM 09/18/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike �r 'EB E 1 B Ems' WB WB WB WB Kvement Directions Served L T T R L T T R T T L TR t aximum�.Queukh 52 206 Z6 24, . ,212 596 04 << 11 12 - 194. 73 Average Queue (ft) 12 71 81 4 18 146 214 20 0 1 91 27 95th Queue (ft) 37 170 184 =16 141 534 ., ' 640= 180 12 16' 171; 56 Link Distance (ft) 335 335 1038 1038 909 909 407 407 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 2 4 Storage Bay Dist (ft) 370 270 : 1000 Storage Blk Time (%) 0 0 7 0 Queuing Penalty (yeti) ' 0 0 1 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 1 o mve ent Directions Served LTR Maximum Queue (ft) 121 o_ �., .... .. Average Queue (ft) 45 95th Queue (ft) Link Distance (ft) 448 Upstream Blk Time::(%) - Queuing Penalty (veh) Storage�Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (yeti) e- ,,, �,...., ,.- �- ,- .... . ' Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza ESB Directions Served LT R LT R L T T TR L T T R -, Maximum ;Queue (ff) %' 155 .109 198 ; :: �- 214 93 160 186. 201 �� 54 204° 261 ' 82 Average Queue (ft) 61 41 94 74 20 62 37 60 8 74 87 6 95th Queue (ft) 125 AU 79 = 175 208 = 53 181 . 135 ` , 165 %193 Link Distance (ft) 294 294 1918 - 1918 393 393 393 531 531 531 Upstream Blk Timed{%)� �, " Queuing Penalty (veh) 2 0 1 4 6 1 3 0 $y torage Bay Dist,.(ft) . �.....,,, -, �. ,' 300 , Storage Blk Time (%) 1 226 Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTraffic Report Pennoni I I I F Queuing and Blocking Report 2020 Existing PM 2020 Existing PM 09/18/2020 Intersection: 51: Front Roval Pike & Costco ovement _ _ -____- IWB �NB " NB NB SB . SB Directions Served R T T TR T T Maximum Queue (ft) 79 27 28 26 229 142 Average Queue (ft) 4 5 4 3 49 8 95th Queue (ft) 42 61 53 46 163 62 Link Distance (ft) 510 252 252 252 393 393 Upstream Blk Time (%) 1 0 0 Queuing Penalty (veh) 2 1 1 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 60: Route 522 & Hotel Entrance/Costello Dr ovement _.,.-_.EB _...._ ....._ E B Directions Served LT R Maximum Queue (ft) 73 27 Average Queue (ft) 22 1 95th Queue (ft) 58 11 Link Distance (ft) 416 416 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I WB WB WB NB NB NB NB SB SB SB L LT R L T T TR L T TR 120 205 221 32 245 284 328 195 284 242 61 97 87 2 113 125 166 183 194 74 127 172 177 15 212 240 291 216 354 201 1340 1340 990 990 990 252 252 15 0 67 0 120 100 195 0 6 13 23 7 0 5 0 71 22 Intersection: 70: Prince Frederick Dr & Costello Dr ovement EB EB NB SB 1 Directions Served L R LT TR Maximum Queue (ft) 91 27 44 13 Average Queue (ft) 43 2 8 1 95th Queue (ft) 77 15 32 7 Link Distance (ft) 1590 157 980 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2020 Existing PM 2020 Existing PM 09/18/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement :,T,�.>B EB ,.YB EB WB Wt3�) WB,,>3B� �669 - t Directions Served UL T T R UL T TR LT R LTR T Maximum Queue (ft) 135 158 175 '44 221 478' 506 250 ; 90 226 < 4 Average Queue (ft) 58 55 60 4 40 251 276 118 31 101 0 95th Queue ft 107 121 128 - " 25 148 434 457 243 63 ._ 193 4' ( �a_ Link Distance (ft) 909 909 814 814 424 424 267 1499 Upstream Blk Time;(%) 0 Queuing Penalty (veh) 0 e , ,r. Storage Bay -Dist (ft) 150 = 200 365 Storage Blk Time (%) 0 0 0 0 2 Queuing Pehalty"(veh) ,:;' _V 0 0 Intersection: 100: Millwood Pike & Inverlee }} o EB £ ."' 1110 Directions Served L R LR Maximum Queue(ft) 80 17107' - %� Average Queue (ft) 22 1 40 _- 95th Queue (ft) - 6Q = 7 87 Link Distance (ft) 1206 tJpstreai7r ,Blk Time .. �_s, -�' ,- Queuing Penalty (veh) Storage Bay Dist (ft) 330 300 s m e e Storage Blk Time (%) rig, Penalt veh r Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R Maximum Queue (ft) 163: 152 Average Queue (ft) 65 65 95fh Queue (ft)e e 132 122 Link Distance (ft) 508 Upstream Blk Time':(°t°) . " Queuing Penalty (veh) Fj J T T R T T UL T T `-782 787 290 22 6 256 207 r 148 158 523 538 233 52 57 109 50 63 855 867 ' 396 292 308 184 `, 117 129 694 694 1792 1792 2542 2542 Storage Bay Dist (f#) ', 450 290 430 u.. Storage Blk Time (%) 36 1 Queuing Penalty (veh) = „ 91 9 �� One Logistics Park - Winchester SimTraffic Report Pennoni J I r�r���i!.� As is a-L"; « �� ^ • r Project Information Analyst Pennoni Date 11/24/2020 Agency VDOT Analysis Year 2020 Existing Jurisdiction Frederick Co, VA Time Period Analyzed PM Peak Hour Project Description One Logistics Park - Winchester Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NWL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), Ic 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 1039 349 312 410 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 2.00 3.00 9.00 9.00 Heavy Vehicle Adjustment Factor (fHV) 0.967 0.957 0.907 0.917 Flow Rate (vi), pc/h 1168 396 374 486 Weaving Flow Rate (vw), pc/h 882 Freeway Max Capacity (CIFL), pC/h/In 2200 Non -Weaving Flow. Rate (vNW), pc/11 1542 Density -Based Capacity (CIWL), pc/h/In 1774 Total Flow Rate (v), pc/h 2424 Demand Flow -Based Capacity (clw), pc/h 6593 Volume Ratio (VR) 0.364 Weaving Segment Capacity (cw), veh/h 5035 Minimum Lane Change Rate (LCMIN), Ic/h 882 Adjusted Weaving Area Capacity, pc/h 5322 Maximum Weaving Length (LMAx), ft 6281 Volume -to -Capacity Ratio (v/c) 0.46 Speed and Density Non -Weaving Vehicle Index (INW) 0 Average Weaving Speed (Sw),mi/h 37.8 Non -Weaving Lane Change Rate (LCNW), Ic/h 127 Average Non -Weaving Speed (SNW), mi/h 34.8 Weaving Lane Change Rate (LCW), Ic/h 954 Average Speed (S), mi/h 35.8 Weaving Lane Change Rate (LCAII), Ic/h 1081 Density (D), pc/mi/In 22.6 Weaving Intensity Factor (W) 0.313 Level of Service (LOS) B Copyright © 2020 University of Florida. All Rights Reserved. HCSTN Freeways version 7.6 Generated: 11/24/2020 15:20:13 1 2020 Existing PM.xuf 1 One Logistics Park Winchester Traffic Impact Study 1 Frederick County, Virginia I IWICKG20001 I Appendix E Other Development Traffic Revised December 2020 �o E +— 3 (90) m r 3 (90) Millwood Ave Millwood Ave r 90 (5) mnlo. 3 0 (0) oa 00 .tea n 1 1 e 90 (5) --10� --r 0 (0) 4%"A 00or 158 (9) 0 (0) y ...► 0\O Nam, 1 2 i1� - 3 - 17 50 s c,: 5 522 ��A�^� WpbbPrk 6 15M P v I FRCUFRICK aiunTv SHERIFrS OFFlCL O U Y o 0 (0) O O O 00o a 4-00(0) LL Delco Plaza Travelodge Ln �tr 0(0).0 0(0)..0" T 000 0 (0) EN o 0 0 0 o E 5 (180) oo� - ooa = �6(180) Millwood Pike Millwood Pike t 0(0).0 a IF 248 (14) m=10, R o 0 0 T 0 (0) 0% a O O O E LL -.10 1 SITE E 1 �. SITE R EGIO ALR REGIONAL AIRPORT � I \ I \ LEGEND O STUDY INTERSECTION tr TURNING MOVEMENTS AM(PM) PEAK HOUR VOLUME ADT A VERAGE DAILY TRAFFIC ---- PROPERrYLINE SULPHUR SP0.ryGS 0.0 • 2 0/ I I xrt ass, 0 0 (0) 0 0 0 = 4— ]0 (339) Millwood Pike Millwood Pike R 0(0).0 ltr 339 (19) I♦ a o 0 0 0(0)M OOO 0 O > 0 (0) 4—' 10 (339) 000 r0(0) U 71 470(0) Millwood Pike Millwood Pike atR t r 0 (0) 0(0)� ■ 339 (19) --0- o 0 0 u. 0 (0) - g C 00 = �0(0) O O 4—10 (339) Millwood Pike Millwood Pike 0(0).0 339 (19) ly O O O O °(°) 4--0(0) 0 0 d Is. 0 0 v �- W °(°) 9 O 0 0 MenO M 0(0) 000 00 1 00 Costello Dr t Coverstone Dr Sulphur Springs Rd Hotel Entrance t r Costello Dr Dead End t r 0 (0) a 0 (0) q 0 (0) .V a 0 (0) E-, T O O O 0 (0) y ° (0) O O M v 0 (0) O O O 0 0 O O V o LIB. a` TRAFFIC IMPACT NAVY FEDERAL CREDIT UNION APPENDIXFIG, E1 Pennons ANALYSIS TRIP DISTRIBUTIONS & ONE LOGISTICS PARK - WINCHESTER ASSIGNMENTS Project # wICK620001 December2020 FREDERICK COUNTY, VIRGINIA o � o L� c 0O 1— 8 (50) s r 8 (50) 58 (10) mmoo. mmjo� Millwood Ave 0 (0) 100 (18) Millwood Ave 58 (10) ..+ G 0 (0) —► ---► 0 (0)..� o AI HSMMY CYIRPGF 8 • ENGINEERS �'�oryF FREDEIIICX � courm SHERIFFS OITIEE � v .L C T %- 0 (0) 0 0 0 4--0(0) L Delco Plaza Travelodge Ln R 1 0(0).0 ■ IF L• Y a V4-0(0) O O O 4.�0(0) �St1 0o C Dr Ilotel I*ntrance R 0 (0) -0 1 1 0(0)■♦ T 0 (0) E% O O O O [L / 1 SITE J� Gr 1 •� I �. SITE ri WINS TESTER •• /•� F REOIONAI. AIRPORT OC Y O O �l Costello Dr R o (0) 0% o 0 C 0 L 11 pp 1Y (88) x ♦— 16 (100) Millwood Pike Milwood Pike R tf 158 (28) 2 LEGEND a STUDY INTERSECTION R 1 r TURNING MOVEMENTS .AM(PM) PEAK HOUR VOLUME ADT AVERAGE DAILY TRAFFIC — - - — PROPERTY LINE 8 Y `v � v � O O i W.0(0) 0(0) Coversto� Dead end 0 (0) 0 (0) Iy 8.2 \�O 1® 00o Q y o (0) 0 0 0 4— 30 (188) Ar0(0) Millwood Pike Millwood Pike 0(0).0 1 216 (38) Iy o 0 0 0 (0) 71 — oCD O 0 (0) 0 0 0 +— 30 (188) 000 �0(0) C;0(0) Millwood Pike Millwood Pike t I� 0 (0) 0 (0) 1 u 0 0 0 216 (38) 0 (0) )o N 00 3 00 WME0(0) 4— 30 (188) Millwood Pike Millwood Pike 0 (0) .* 216 (38)III♦ ) _ J Y � G � v O O p %-0(0) NOO Sulphur Springs Rd 1 �1� 0 00 14 � 00 vt O O O M TRAFFIC IMPACT FBI CENTRAL RECORDS APPENDIX FIG, E2 Pennon ANALYSIS COMPLEX TRIP DISTRIBUTIONS & ONE LOGISTICS PARK - WINCHESTER I Profecl a WICKG20001 PREDERICK COUNTY, VIRGINIA ASSIGNMENTS I December2020 IWI E3 a o ♦-7(5) Millwood Ave Millwood Ave f 7 (5) * 1 0(0)u% o x N C\� 10 / �o �MC NMEV 0 , M 10 O 50 O Y a_ 0 (0) o v o o a 4=0 0 (0) o-to l r 0 (0) Delco Plaza Travelodge Ln I t e 0(0).0 p 0 (0) . T O v O 0 (0) u% o r o r� Y C 11— ° O v 0 O C `0) ♦0 0 (0) O 7 O Costello Dr Hotel Entrance �t� 0(0)� - 0(0)—lo. = o so G 0 a O c� %m 7 (10) oo� �11(I5) 7 (5) r 4 (5) 0 (0) , Millwood Pike Millwood Pike 14 (10) **V 0 (0) M-► 0 (0) wo = I t f 22 (15)y o 0 (0) EN ne o o to c O SPY ,Thx 9 7 \ .10 usnRur ffIRPOF , 1� ENGINEERS I 1 ,� \ �k• IT LEGEND U STUDY INTERSECTION 1 TURNING MOVEMENTS AM(PM) PEAK HOUR VOLUME F-A-D-fl AVERAGE DAILY TRAFFIC - - - PROPERTY LINE SITE �VjRf / s1Tr•, i C a9NCHES,ER ``` REGIONAL \ I ✓ AIRPORT V \ / O O v O O �l d Costello Dr t 0 (0) .0 - 1 0(0)M1% r� O O V 0o a �0(0) 4-0(0) c a Coversto Dead End 0(0).x 10% 000 �0(0) o c o ~ 22 (29) Millwood Pike Millwood Pike t f 0 (0).x ■ 43 (29) —ill� n o 0 0 0 (0) t% u 0 0 0 u O > %. 0 (0) 0 0 - ♦— 29 (20) 000 r0(0) J Milo\( od Pike Millwood Pike R 43 (29) ■ 0(0).0 �o 14 (20) wmlo, o 0 0 0 (0) g a` ]0 3 00 = 0 0 W4=0(0) —29(20) Millwood Pike Millwood Pike 0(0).0 14 (20) moo- 11 1 'o %. 7 (5) Jr °(0) Sulphur sRd O N O TRAFFIC IMPACT CUSTER COMMERCIAL TRIP APPENDIX FIG. E3 Pennonl ANALYSIS ONE LOGISTICS PARK - WINCHESTER DISTRIBUTIONS & ASSIGNMENTS Project#WICKG20001 FREDERICK COUNTY, VIRGINIA December2020 ff- 4 E m o: Z 'z �- Millwood Ave **-A 100W Millwood Pike Millwood Ave Millwood Pike u � � c L' I 2 ' 17 50 S e �t, 4 H 5 522 f `r'n 6 CWTW 6 FREDER" COIMfY SHERIFFS orF �1 jj� r Delco Plaza I ravelodge Ln R t f a ■ T k C O f.4 i () _ 4- Costello Dr I Iotel Entrance R t it ■ I� O y O G.. LEGEND ® STUDY INTERSECTION tr TURNING MOVEMENTS AM(PM) PEAK HOUR VOLUME i Millwood Pike Millwood Pike R ,1 " 1 1 MMIJ, a u bnnikr O cvslrR V�i `� 0E ' 9 ^ 0 %0 +34 (+50) y — +24 (+15) 2 4-1 -10 (-35) u aad�g \ u I • � / Millwood Pike 1 oFs / / 14,. c +24 (+15) u `u SITE �p+F ♦� 30% (70%) •'� u 70% (30%) �♦ 4R / SITE I t WINCHESTER /•� `� /'' REGIONAL AIRPORT ••\� \ I �'(S Y 'J �j Costello Dr U J L 18 Y Coverstone Dr m 3 a Millwood Millwood Pike 01-00. I❑m 3 Sulphur Seri n!•, Rd s�tr c� G TRAFFIC IMPACT CUSTER COMMERCIAL PASS -BY APPENDIXFIG, E4 (Pe non ANALYSIS TRIP DISTRIBUTIONS & UNE LOGISTICS PARK - WINCHESTER Project # WICKG20001 FREDERICK COUNTY, VIRGINIA ASSIGNMENTS December2020 1 A 1 1 1 1 1 1 1 1 1 11 OTHER DEVELOPMENT TRIPS. - NAVY FEDERAL CREDIT UNION Figure 5-1 Site Trip Assignments FAM PEAK HOUR f-PMPEAKHOUR NORTH 000 / 000 NFCU Winchester Frederick County, Virginia 45 E5 8/23/2020 Navy Federal Credit Union expansion on schedule for Sept. 5 opening I I winchesterstar.com https://www.winchesterstar.com/navy-federal-credit-union-expansion-on-schedule-for-sept-5- opening/article_14a11054-c688-5d96-8641-472233cde112.htmI HOT I CENTERPIECE Navy Federal Credit Union expansion on schedule for Sept. 5 opening By ONOFRIO CASTIGLIA The Winchester Star May 10, 2019 The 180,000-square-foot centerpiece of the Navy Federal Credit Union expansion project underway on Security Dr Frederick County is on schedule to be fully operational by the end of this year, company officials say. ONOFRIO CASTIGLIA [The Winchest WINCHESTER — The expansion of the Navy Federal Credit Union office complex in Frederick County is entering its final stretch and is on schedule to meet its Sept. 5 opening date, company officials said on Wednesday. I L� u 1 I 1 https://www.winchesterstar.com/navy-federal-credit-union-expansion-on-schedule-for-sept-opening/article_14a 11054-c688-5d96-8641-472233cdel l2 112 r 8/23/2020 Navy Federal Credit Union expansion on schedule for Sept. 5 opening I i winchesterstar.com "With the heavy rain last year, we thought it may set us back, but we have continued to make strides," communications specialist Madison Rafferty said in an email. "We are confident that we are moving right on schedule." The $102 million expansion at 190 Security Drive is anchored by a four-story, 246,000-square-foot building that will allow the company, which provides financial services to members of the U.S. armed forces and their families, to nearly double its workforce in Frederick County. The new building and a five -story parking structure will join two existing Navy Federal Credit Union call centers along Independence Drive, near Millwood Pike (U.S. 50). Navy Federal, the world's largest credit union, is headquartered in Vienna and currently has 1,795 1 employees at its Frederick County facility. With the expansion, the company will add another 1,400 jobs at its Frederick County site through 2022, Rafferty said. Our plan is to get some of those jobs posted around August," she said, adding that the company 1 hires on a rolling basis. "Navy Federal is always seeking out hard-working employees. The best way to apply will be through our online application at navyfederal.org/careers." Raffertysaid the company participates in local job fairs and will release more information about job p Yp p 1 J openings once the opening date gets closer. Navy Federal, which first came to Frederick County in 2004 to build a recovery center to back-up its headquarters, now owns about 28 acres locally. Employees here answer about 29,300 calls per day, or 10.7 million calls per year. I I — Contact Onofrio Castiglia at ocastiglia@winchesterstar.com I OCastiglia H ri E7 lhttps:llwww.winchesterstar.com/navy-federal-credit-union-expansion-on-schedule-for-sept-opening/article_14a 11054-c688-5d96-8641-472233cdel l 2.... 2/2 OTHER DEVELOPMENT TRIPS: FBI CENTRAL RECORD; e 3 o 6 �0 A ,ndePe�d e� Ge / , =a ` S�tie , l Figure 4-4 1& Pipeline Trip Assignments (2020) AMPEAK HOUR NORTH / `PM PEAK HOUR 000 / 000 NFCU Winchester Frederick County, Virginia 28 " 020 FBI's Central Records Complex to open this spring I Winchester Star I winchesterstar com E9 I I J https,//www.winchesterstar.com/winchester_star/fbis-central-records-complex-to-open-this- spring/article_75422396-5743-5aaa-bdc8-502d20e947c0.htmI HOT CENTERPIECE FBI's Central Records Complex to open this spring By JOSH JANNEY The Winchester Star Feb 13, 2020 The FBI Central Records Complex under construction on Millwood Pike east of Winchester is slated to open this spring. Jeff Taylor/The Winchester Star WINCHESTER — The FBI Central Records Complex under construction on Millwood Pike (U.S. 50) should be operational in a few months. The Central Records Complex at 57 Millwood Pike will streamline the FBI's worldwide records management by consolidating records from 265 locations into a single facility, according to the General Services Administration. The roughly 256,000-square-foot facility will employ as many as 446 people. Construction of the building has been substantially completed, Manali Basu, public affairs specialist with the FBI's national press office, said this week. Most of the jobs in the new facility will be moved from other FBI facilities, according to Basu. Available jobs will be posted over time. Basu said prospective applicants should monitor the fbijobs.gov website for vacancies. He said the FBI uses the General Schedule (GS) pay scale and that salaries will vary by position type. https. //www. winchesterstar. com/winchester_star/fbis-central-records-complex-to-open-th is-spring/article_75422396-5743-5aaa-bdc8-502d20e947c0. html 1 /2 8/23/2020 FBI's Central Records Complex to open this spring I Winchester Star I winchesterstar.com The GSA purchased the Millwood Pike site in June 2016 for $4.75 million from Leesburg -based Arcadia Land Inc. The GSA awarded Clark Construction Group LLC, out of Bethesda, Md., a $135 million contract to design and build the project. Site work started in September 2017, and a groundbreaking ceremony for the building's construction took place in October of 2017. Basu said the FBI anticipates a phased move -in during spring and summer of this year but did not provide a specific date. — Contact Josh Janney at jjanney@winchesterstar.com JJanney I' https://www.winchesterstar.com/wnchester_star/fbis-central-records-complex-to-open-this-spring/article_75422396-5743-5aaa-bdc8-502d2Oe947cO.htmi 2/2 1 1 1 1 1 1 1 1 1 OTHER DEVELOPMENT TRIPS: CUSTER AVENUE COMMERCIAL DEVELOPMENT 1 OF 3 170003811 DMJ HOLDINGS, L.L.C. WINCHESTER METALS, INC. ROUTE 50 & CUSTER AVENUE Amended Proffer Statement Original Rezoning ##: 05-09 Property: 2.85 acres PARCEL ID's: 64A-4-16A, 64A-4-16, 64A-4-17, 64A-4-18, 64A-4-19, 64A-4-20 Owner: DMJ Holdings, L.L.C. Winchester Metals, Inc. Mr. Mark Phelps 195 Ebert Road Winchester, Virginia 22603 Project Name: DMJ Holdings, L.L.C. Route 50 & Custer Avenue Shawnee Magisterial District Original Date of Proffers: March 24, 2009 Revision Date: June 1, 2009 July 1, 2009 August 15, 2016 December 6, 2016 Prepared by: PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, VA 22601 Tel.: (540) 662-5792 email: office@painterlewis.com Job Number: 1603018 Ell EXISTING RESIDE TIAL LOTS ��s PRESERVAjiON OF / CARTER // // / EXISTING/ VEGETATION F '� ruR64A-4 1s / • IN 25' NACTIVE BUFF R --e- ZONING: RP ` 1 4 � � S o o n �� RESIDENTIAL m� L ( \ BGF`FR� 50' CAT. "B' BUFFER - �y oa Me 1 by ° s°" q / 25' INACTIVE BUFFER o s '^ 1 ! / BRt� I `� 25' ACTIVE BUFFER t' / y FULL SCREEN CARROLL 1 f(CD D fD 3 I/ T14/64A-10-1-g ' ZONING: 82 1 ID v ce) � D m ; � tj N � U v N c 1\ o v 0 �' 1 CA N o �i A m o 33 m CIO9 c- N � Q 0 0�;o Ctd a (J)o n sr� rm ! C) n I ao zo r1 r y O m = 1 0 ai \ D O z O O 10 is :. 11 ACANT I 1 DMJ MOLDINGS, LL \ 4 / �ITERPARC/EL ACCESS J j `� BICYCLE F ICILITIES I \ \2 EXISTING COMMERCIAL LOTS i _ L _ CARROLL TM#64A-4-2OA ZONING: 82 ' dVACANT f /INTERPARCEL ACCESS PEDESTRIAN WALKS f r RIGHT TUN LANE AND TAPER 3a RIGHT IN/RI OUT ENTRANCE 3S Ay �TF$ o / ` v 4tXP SION OF LEFT TURN LANE � STORA CAPACITY OQ. y kt Q� Q ,cc USER 781 �F juE J 4' RAISED MEDIAN 3bRIGHT TURN LANE RIGHT IN ONLY ENTRANCE s S�< Wp0 M,o7k"F ` • spy DSO f ii it sir i m RIGHT TUN LANE AND TAPER 3a RIGHT IN/RI OUT ENTRANCE 3S Ay �TF$ o / ` v 4tXP SION OF LEFT TURN LANE � STORA CAPACITY OQ. y kt Q� Q ,cc USER 781 �F juE J 4' RAISED MEDIAN 3bRIGHT TURN LANE RIGHT IN ONLY ENTRANCE s S�< Wp0 M,o7k"F ` • spy DSO f ii it sir i m E13 11 r: 1 1 OTHER DEVELOPMENT TRIPS: CUSTER AVENUE COMMERCIAL DEVELOPMENT 3OF3 AMENDMENT Action: PLANNING COMMISSION: March 15, 2017 - Recommended Approval BOARD OF SUPERVISORS: April 12, 2017 - EJ APPROVED ❑ DENIED AN ORDINANCE AMENDING THE ZONING DISTRICT MAP REZONING #01-17 DMJ HOLDING, L.L.C. WHEREAS, REZONING #01-17 DMJ Holding, L.L.C., submitted by Painter -Lewis, P.L.C., to remove a proffer which currently prohibits fast food restaurants with drive through service windows, with a final revision date of December 16, 2016 was considered. If approved, the site would permit the construction of fast food restaurants with drive through service windows if all other requirements are met. All other proffers remain the same. The properties are located at the northwest corner of the intersection of Route 50 and Route 781 (Custer Avenue), in the Shawnee District and is identified by Property Identification Nos. 64A-4-16A, 64A04-16, 64A-4-17, 64A-4-18, 64A-4-19 and 64A-4-20; and WHEREAS, the Planning Commission held a public hearing on this rezoning on March 15, 2017 and recommended approval; and WHEREAS, the Board of Supervisors held a public hearing on this rezoning on April 12, 2017; and WHEREAS, the Frederick County Board of Supervisors finds the approval of this rezoning to be in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive Policy Plan; NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors, that Chapter 165 of the Frederick County Code, Zoning, is amended to amend the proffers from Rezoning 405-09 to permit the construction of fast food restaurants with drive through service windows if all other requirements are met with a final revision date of December 16, 2016. All other proffers remain the same. The conditions voluntarily proffered in writing by the Applicant and the Property Owner is attached. PDRes 413-17 Other Development Trip Gen for Custer Commercial and Airport Lots El rrLz�nrrue111� , CODC, " l T)L)vSITY � 1��irrable ilS7 �� � pYr� iN s s s�` OC77� 70TAL ,IN � �� OZi7¢ a��lOTi1L � 934 9„ ioo 7.0 ksf Fast -Food w/o Drive-Thru 106 70 176 99 99 198 110 400.0 ksf e General Light Industrial @ 400,000 sf 109 15 124 12 84 96 heavy Vehicle % 4% 5% I eavy Vehicles 3 2 5 3 1 4 Passenger Cars 106 13 119 9 83 92 AM PM Trip Adjustinews: 49% 50Y Peak/Daily 49% Pass-hys for FF Use. -34 -34 -68 -50 -50 -100 (1) 1 rip Veneration Manual (10th Edition), Institute of Transportation Engineers (ITE); 2017. Average trip rates used, unless noted with "e", then equations used. (2) ITE Land Use Code shown as the first 3 digits. Decimal shown for internal use by Pennoni for lookup table for trip rate variable. 1 �I LJ 1 1 1 Cl 1 1 Pennoni WICKG20001 I f] I One Logistics Park Winchester Traffic Impact Study Frederick County, Virginia IWICKG20001 Appendix F Revised December 2020 11 `'\\\\�V ID 0TVirginia ortati nient of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) = (1/N) (X, + Xz + X3 "' + XN) Sample Standard Deviation (S,) = V[(i(X-X,)z)/(N-1)) Sampling Error = Z (S,/dN) Confidence Level = X,± Z (S,/VN) % of Sample Mean (E) = % Tolerance * X, Sample Size Needed = [(Z)Z * (S,)') / (E)Z Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 10.0 Confidence Interval: 95% X, = 22.3 Tolerance Error: 10% S, = 2.1 Number of Model Runs: 10 E = 2.2 Z = 1.96 Run Number Speed 1 25.2 Sampling Error = 1.32 2 ! 21.6 95% Confidence Interval = 21.0 Ito 23.6 i 3 } 26.1 Percentage of Mean = 5.90% Good 4 21 Sample Size Needed = 10 5 20 6 ) 19.7 Z is the number of standard deviations away from the mean 7 20.8 corresponding to the required confidence level in o normal 8 23.3 distribution. 9 22.6 10 22.7 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 SimTraffic Performance Report 2024 No -Build AM 2024 No -Build AM I 12/07/2020 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB, Performance by run numt Denied DellVeh (s) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) . ,25.2 227 21 6. 261; 210 . 20.0 19.7 " 20.8 23.3 22.6 22:3 , 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nunt Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) , 24.6 309 24 0 ; 23 4 24 8 241 21.0 21.7 27.4 % 268 24,9 30 Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num i dun, 1Fumber.nbd xx 1rr,. 101..,,,:,,�3% Y � � �v 4 � �� Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 Total Del/Veh (s) 517 50:0 50 9 e ..45 6 149.548.3 59.0 49.6 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number A� .. , 3 ? Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s), ;' 256 432 316 52 9 28 062 3 35.7`34.4 44.5 38.7 39 T 1 I One Logistics Park - Winchester SimTraffic Report I Pennoni \VDTVirginia Department of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) _ (1/N) (X, -F Xz + X3 ... " XN) Sample Standard Deviation (S,) _ V[(E(X-X,)2)/(N-1)] Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/dN) %of Sample Mean (E) _ % Tolerance ' X, Sample Size Needed = [(Z)z ' (S,)z] / (E)z Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 30.0 Confidence Interval: 95% X, = 620.3 Tolerance Error: 10% S, = 247.7 Number of Model Runs: 30 E = 62.0 Z = 1.96 Run Number Speed 1 ; 966 Sampling Error = 88.63 2 j 882 95% Confidence Interval = 531.6 Ito 708.9 3 980 Percentage of Mean = 14.29% i 4 352 Sample Size Needed = 30 5 365 6 347 Z is the number of standard deviations away from the meon 7 , i 464 corresponding to the required confidence level in a normal $ I 409 distribution. 1 9 i 450 10 547 11 j i 498 12 370 13 504 14 i 427 15 i 944 16 I i 573 17 ! 542 f 18 382 19 ? 959 1 20 ! 597 21 807 22 413 i. 23 953 24 1087 25 356 i 26 930 27 i 465 28 897 29 i 737 30 405 Run 1 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement _...._._ .-....EB_--.--_,EB.-_._EB.... EB........B78._._ B78... 678_.. WB. - WB WB-. - WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 268 443 532 552 100 414 397 214 259 260 235 240 Average Queue (ft) 137 90 276 290 5 18 17 86 117 126 61 121 95th Queue (ft) 214 238 431 457 36 148 139 165 208 193 139 212 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 1 1 Queuing Penalty (veh) 0 6 11 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 1 0 0 Queuing Penalty (veh) 0 2 1 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike - ove--- ment -- - - -- - - - NB - NB --.NB... - .. - NB - ._. __ -SB - *-S_B- --- S --.SB — SB Directions Served L T T R L T T R Maximum Queue (ft) 268 340 268 147 143 149 386 350 Average Queue (ft) 132 213 161 70 128 100 157 37 95th Queue (ft) 230 303 244 121 155 200 344 214 Link Distance (ft) 531 531 531 1095 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 8 10 3 0 Queuing Penalty (veh) 43 55 21 1 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB WB WB WB NB NB SB i Directions Served L T T L T T L TR LTR ' Maximum Queue (ft) Average Queue (ft) 66 7 37 6 78 13 19 1 40 4 53 10 28 11 73 10 66 21 95th Queue (ft) 32 25 43 9 19 35 32 43 55 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 1000 Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Run 2 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike Directions Served L L T T T L T T R L L T Maximum Queue (ft) 268 449 465 463 419 163 213 248 . 232 217' 200 362 Average Queue (ft) 118 84 232 233 15 72 115 135 65 99 114 198 95th Queue (ft) j 201 238 397 401 143 129 172 202 146 164 168 302 Link Distance (ft) 460 460 587 388 388 531 531 Upstream BIk=Time (%) a 0 0 0 Queuing Penalty (veh) 0 1 2 Storage Bay Dist( ft) „ 450 450 - 290 Z , �"375. . Storage Blk Time (%) 0 0 0 0 Queuing Penalty, (veh) 0 1 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike ovemenf SB , TSB; SIB SB :.: Directions Served T R L T T R Maximum Queue (ft) ;- 308 132 145 150483 = 350, Average Queue (ft) 158 67 129 107 187 25 95th Queue (ft) 276 123 163 208 15 - 174 Link Distance (ft) 531 1095 Upstream BIk Time.(%) �. Queuing Penalty (veh) Storage Bay Dist (ff) „ 300 150 150 _ . _, 350 Storage BIk Time (%) 0 11 12 6 0 Queuing Penalty(veh) .- 0 - . 5965 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike NB. < NB, ��.. .( Directions Served L T T L T T R L TR LTR Maximum Queuey(ft) 55 119 115 20 62 - 37 9 140 Average Queue (ft) 7 19 24 1 7 10 0 25 6 u. 36 95th Queue (ft) 29 69 73 7 = 31 ­-31 3 87 23 87 Link Distance (ft) 335 335 1038 1038 407 407 44 UpstreamBlk Time'( Queuing Penalty (veh) Storage Bay 370 1000 500 ,.': Storage BIk Time (%) e Qi""'Oin Penalfy'(veh) = One Logistics Park - Winchester SimTraffic Report Pennoni I Ll 1 1 1 1 [l 1 I � I � I � I (j Ll Queuing and Blocking Report 2024 No -Build AM Run 3 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ .__._.___.____-_._.. ovement EB _ -_ EB __... _.._._ EB _.......___.___._.___-_.-__.___---_-----._.___._._________....__.____.... EB B78 B78 WB WB WB WB ___ _--- NB __ , NB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 182 449 551 544 193 436 174 215 254 84 172 196 Average Queue (ft) 92 87 300 300 7 22 73 119 112 39 98 119 95th Queue (ft) 151 298 454 455 66 166 122 195 183 74 156 170 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 0 1 3 Queuing Penalty (veh) 0 9 17 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 450 450 0 1 0 3 290 235 375 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB SB SB SB SB B28 Directions Served T T R L T T R T Maximum Queue (ft) 364 328 98 145 150 1192 350 320 Average Queue (ft) 188 142 57 135 111 374 112 16 95th Queue (ft) 271 239 95 149 206 958 382 122 Link Distance (ft) 531 531 1095 478 Upstream Blk Time (%) 3 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 15 24 15 1 Queuing Penalty (veh) 0 79 125 126 4 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike -.--.------.--.--.__-_.._.__..-.-__..-.--...----_.------_..._____..__- ovement EB EB EB WB _—_-------__.__ WB WB NB ___ _ NB —_-----r______._____._..___-__-.__— SB Directions Served L T T L T T L TR LTR Maximum Queue (ft) 18 93 76 18 62 92 108 63 85 Average Queue (ft) 2 14 27 1 8 7 26 10 28 95th Queue (ft) 11 54 68 9 35 28 68 37 67 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 1000 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 4 , Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T L T T R L L T T Maximum Queue (ft) ' 187 135 3, 352 233 196 214 228 184 . 291 405 380 y103 Average Queue (ft) 119 54 230 240 94 116 49 97 106 211 161 95th Queue (ft) 177 109 323 342 �178 168 = 198; 123 , 169 191 330 280 Link Distance (ft) 460 460 388 388 531 531 531 Upstream BIk Time (%), Queuing Penalty (veh) a_ Storage Bay Dist�(ft) 456 450 - 290 vp R235 i375e Storage Blk Time (%) .. 0 0 ' Queuing Penalty (veh) 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L T T R Maximum Queue;(ft) 150 146 149- m Average Queue (ft) 58 125 95th Queue (ft) - '', % 106 160 92 199 „F... 163 37 404 %., 216 Link Distance (ft) 1095 UpstreamBlkTime(°lo) Queuing Penalty (veh) , StorageBay Dist (ft) ;' 300 `� 160 150 ,° 350 e, , . Storage Blk Time (%) 10 8 ,e 3 0 Queuing Penalty (veh)' 56 42 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T T T L TR LTR Maximum Queue (ftj . ; 54 � 58 1 �18 76 82 70 45 86 Average Queue (ft) 8 15 „ 23 9 16 29 10 24 95th Queue (ft) -3 46 ' 69 '%40 56 66 - ,.w 32 58 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Queuing Penalty (veh) Storage Bay Dist (ft) 370 _ . Storage Blk Time (%) Queuing Penalty (veh} One Logistics Park - Winchester SimTraffic Report Pennoni � I � I I I I I Queuing and Blocking Report 2024 No -Build AM Run 5 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB WB WB WB WB NB NB NB fJ6, Directions Served L L T T L T T R L L T T Maximum Queue (ft) 239 176 357 365 170 256 286 234 183 202 297 263 Average Queue (ft) 104 64 211 222 65 128 140 64 114 134 191 156 95th Queue (ft) 177 132 321 314 128 209 220 166 164 199 276 239 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement -.a. - NB SB SB SB SB _ 628 Directions Served R L T T R T Maximum Queue (ft) 174 146 149 1173 350 134 Average Queue (ft) 55 138 127 505 187 5 ' 95th Queue (ft) 109 149 206 1119 473 46 Link Distance (ft) 1095 478 ' Upstream Blk Time (%) Queuing Penalty (veh) 2 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 22 18 19 2 Queuing Penalty (veh) 120 95 156 7 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Mv--- o1vem.en.t --- -- EB - - - EB - EB -- -- --- WB ------------------- WB WB -- NB - NB - 1 SB Directions Served L T T L T T L TR LTR ' Maximum Queue (ft) Average Queue (ft) 36 4 62 10 75 15 20 2 83 6 79 10 70 17 26 5 87 23 95th Queue (ft) 19 35 55 11 34 45 50 21 56 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 1000 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni ZU m Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB 12/07/2020 Directions Served L L T T L T T R L L T T Maximum�Queue'(ft) 201 1Z1347 347 19A. x�170' �213 "= 230,:� 203 ' '" 531, 545' 544 Average Queue (ft) 103 58 222 232 69 97�104 47 94 123 265 212 95th Queue (ft) 168 123 334 334 141 155 ,171 114 ;= 162 272' 442 41.1 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time Queuing Penalty (veh) 0 0 1 Storage Bay Dist (ft), ;450 450,E 290 � �,. ,' 235375 Storage Blk Time (%) 0 6 Queuing Penaliy (veh) „: p 6 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Wjjl Directions Served R L T T R Maximum Queue (ft) 300 ' 149 675 350 ' 145 ,v Average Queue (ft) 95 129 113 253 75 95th Queue (ft) 226 167 Link Distance (ft) 1095 Upstream`Blk Time (%)v Queuing Penalty (veh) Storage Bay Dist (ft) ', 300 ' 150 1`50. 350 Storage Blk Time (%) , v 0 18 21 12 1 Queuir Penalt °veh 0 101 114 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike , I Directions Served L T T L T T R L TR LTR Maximum Queue (ft) 66 76 „ 118 19 59 t 82 10 ` „ 70 69 107 ,..... Average Queue (ft) 13 12 25 1� 8 15 1 22 7 28 95th Queue,(ft) , 50 41, ;43, 85 7 ',. , 37r 54 4 ; 55 32 70 Link Distance (ft) , 335 335 1038 1038 407 407 ,.. 448 Upstream Blk Time {%) Queuing Penalty (veh) Storage Bay Dist (ft) ,, , 370 1000 „ 5001-01 Storage Blk Time (%) Queuing Penalty (veh) %' One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 1 1 1 1 1 1 1 1 Queuing and Blocking Report ?n?A nln_Ri iilrl Ann Run 7 2024 No -Build AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB WB WB WB WB NB NB NB NO Directions Served L L T T L T T R L L T T Maximum Queue (ft) 204 443 446 464 135 265 190 125 178 281 334 330 Average Queue (ft) 106 76 237 253 66 105 115 48 120 123 198 147 95th Queue (ft) 162 209 370 381 123 191 182 91 173 204 309 268 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB SB SB SB SB Directions Served R L T T R Maximum Queue (ft) 300 146 150 511 350 Average Queue (ft) 62 129 112 227 62 95th Queue (ft) 152 162 205 455 283 Link Distance (ft) 1095 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 12 20 10 0 Queuing Penalty (veh) 0 63 108 81 1 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovement EB EB EB WB WB WB NB NB SB Directions Served L T T T T R L TR LTR Maximum Queue (ft) 55 102 135 41 61 6 70 26 66 Average Queue (ft) 6 7 15 5 13 0 22 6 27 95th Queue (ft) 30 26 50 21 41 2 55 22 61 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni ICMIT-01 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 gve ent M1 EBLf� B EBB x EBB °B78 B78 KNOW B B ° y B Directions Served L L T T T T L T T R L L Maximum Queue (ft)'222 136, 382 409 : - 369 397 239 240_ 263 228 `e 174 173� Average Queue (ft) 116 54 252 283 13 28 76 119 133 56 101 111 95th Queue179 f1,0 373 „" 411 126 . 193 . 177 192. 212,162 163 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time:(%) ,. Queuing Penalty (veh) Storage Bay Dist;(ft) , 450 = 450 290 „235 375 , Storage Blk Time (%) 0 0 Queuirig Penalty:(veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike louement NB n = z , �,, 8� NB, S� SB S.B N�' Directions Served T T R L T T R Maximum ;Queue (ft) 341 298 95 146 150' 849 350, Average Queue (ft) 195 151 55 134 117 297 112 95th Queue (ft)"21276 228- 93 150 208 =. 743 382 Link Distance (ft) 531 531 1095 Upstream Blk Time'(°lo)'-61 / Queuing Penalty (veh) Storage Bay Dist (ft) , 340 1,50 -� 150 350, = i Storage Blk Time (%) 0 13 23 13 1 Queuing Penalty 0 „_.:68 119 _ 103, 3 =, �- ., ` �' Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R T T L TR LTR Maximum Queue;(ft) 94 71 Average Queue (ft) 5 14 25 �0 6 11 22 8 22 95th Queue (ft) �/ - 27 // 528 2 .= 32 46 51, Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream'BIk.Time(°lo) Queuing Penalty (veh) Storage Bad Storage Blk Time (%) / Queuing�Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni 1-1 I 1 Queuing and Blocking Report 2024 No -Build AM Run 9 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB WB WB WB WB NB NB NB NB Directions Served L L T T L T T R L L T T Maximum Queue (ft) 176 129 449 450 213 215 278 234 194 174 352 302 Average Queue (ft) 102 50 271 276 101 124 133 67 93 100 204 145 95th Queue (ft) 157 107 409 417 197 199 222 169 161 153 303 269 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 1 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB SB SB SS SB Directions Served R L T T R Maximum Queue (ft) 220 146 150 798 350 Average Queue (ft) 59 135 122 291 87 95th Queue (ft) 111 156 205 684 337 Link Distance (ft) 1095 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 15 22 10 1 Queuing Penalty (veh) 79 118 83 2 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovement EB EB EB WB WB WB WB NB NB SB Directions Served L T T L T T R L TR LTR Maximum Queue (ft) 55 79 110 18 134 167 8 47 87 109 Average Queue (ft) 9 12 19 1 12 20 0 13 10 32 95th Queue (ft) 32 46 68 6 55 83 3 40 32 71 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 1000 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build AM Run 10 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovementW« T8 DEB .EBa�8 B788., WB.. `' WB:tt Directions Served L L T T T L T T R L L T Maximum Queue,(ft) ,287 449. 459 496 " 51 ' - =' 245 , 246, 210 234 °' 208 ', 214 362 Average Queue (ft) 120 78 256 259 2 125 122 147 62 105 123 215 95th Queue (ft) , 213 219 386 , 388 18 - 241 190 206 134 , 189 190 330. Link Distance (ft) 460 460 587 388 „ 388 531 531 Upstream Blk Time'(%) 0 , . Queuing Penalty (veh) 0 0 2 ,._ Storage Bay Dist,(ft) 450 450 . ; 290 : 235; 375 Storage Blk Time (%) 0 0 _ 0 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike oYQl�lent'i ��j i-m " ,.,. SBA Directions Served T R L T T R T Maximum Queue,(ft) 324 :157 - 146 150, 1173 `' 350" , 29 -" Average Queue (ft) 166 56 137 120 320 112 1 95th Queue () ( 289 107 . 163 207 797 3 89 10 Link Distance ft 531 1095 478 Upstream _. Queuing Penalty (veh) 0 Storage Bay Dist {ft) %� w 300 In 150 150; = 350 Storage Blk Time (%) 0 15 21 12 1 QU eum Pehalt ' Q ' 82 117 97° .veh . Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike oveertt% EB (3 DEB EB , WB, WB [�J rN SBt x a_. �. Y _ Directions Served L T T R T T R L TR LTR Maximum Queue (ft) . d 79 m 8 , 97 78 7 �18 Average Queue (ft) 6 15 22 0 11 13 0� 11 21 OP Qft 21 " 58 , 63 : �) ,.,. �. 3 47 45 Link Distance (ft) 335 335 1038 1038 407 407 448 Queuing Penalty (veh) Storage Bay Disf (ff..A `. %379 270 500 .:: ', ,._ Storage Blk Time (%) One Logistics Park - Winchester SimTraffic Report Pennoni �I R Run 11 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _.-.o-.vement -.___,__- ..._ ..__.... EB _._.._.._-- EB .._EB. _.._.__ EB_-_- WB WB WB WB .__,.._._,, NB .. NB __._ NB -No ' Directions Served L L T T L T T R L L T T Maximum Queue (ft) 269 448 471 498 150 170 186 121 228 228 297 213 Average Queue (ft) 134 97 232 252 82 107 108 51 95 115 175 138 95th Queue (ft) 213 236 392 415 143 173 170 101 160 188 268 221 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) 0 0 1 Queuing Penalty (veh) 0 1 4 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ---- ----- ..._.. M _-_B_-- N SB SB----_._.._..._._ _._.. SB SB Directions Served R L T T R Maximum Queue (ft) 163 145 149 790 350 Average Queue (ft) 61 132 100 255 112 ' 95th Queue (ft) 117 151 209 622 380 Link Distance (ft) 1095 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 11 15 5 1 Queuing Penalty (veh) 61 84 40 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ovement NB SB Directions Served LTR LTR ' Maximum Queue (ft) Average Queue (ft) 72 30 86 18 95th Queue (ft) 60 50 Link Distance (ft) 278 396 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 12 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike JsPfi3 oueJnent: 1., 3 y 1t y E.B �E� EB. f � E6 y VS/B . WB.. �WB 1� �T �^" N,Bk.r. 1§6 NB Directions Served L L T L T T R L L T T Maximum Queue (ft) 184 - 144 430 370 = .153 269 270 235: 226 205: 289 = 24'8 Average Queue (ft) 114 57 248 260 83 121 126 47 91 109 175 142 95th Queue(ft) - 169 - 111 ,396 380 144 -215 �388 220 116 157 = 168. 269 = 244 Link Distance (ft) 460 460 388 531 531 531 UpsfrearrjBlkTime (°lo) . Queuing Penalty (veh) Storage' Bay Dist (ft) - 450 450 290 - 235 375 Storage Blk Time (%) 1 0 Queuing Penalty (veh) Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB TSB' Directions Served R L T T R Maximum Queue (ft) „ '94 143 149 Z47 350 Average Queue (ft) 59 130 121 236 112 95th,Queue (ft) 96 156 , 199 558 380 Linkn Distance (ft) v 1095 Upstream Blk Time?(%): t, Queuing Penalty (veh) Storage Bay Dist (ff) 300 150 150 350 „. i � Storage Blk Time (%) 16 17 6 1 Queui 87 93 3 ,v_e a Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue:(ft):. -, , 138 62 j, Average Queue (ft) 37 19 95,th Queue MIK86 �.. 47 ,t Link Distance (ft) 278 396 lJpstrearri _ Queuing Penalty (veh) Storage Bay Dist;(ft) 1 21 „ e Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni u Ll 17 L ' Run 13 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _. _.__._,.__.____... _....... ovement EB ._....__.__.._.___._..._-_.._.-_..._.._-____W_______________._.___..___.-_._......,.___.__. EB EB EB ;WB WB WB WB ___._....._...__-_.__._...,..__ NB NB NB _. NB Directions Served L L T T L T T R L L T T Maximum Queue (ft) 199 150 475 504 287 338 209 227 182 205 354 320 Average Queue (ft) 120 62 273 278 115 141 132 54 107 118 220 165 ' 95th Queue (ft) 183 119 394 409 235 237 194 129 175 180 337 287 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 1 4 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 1 0 0 0 ' Queuing Penalty (veh) 1 2 0 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ro. v_ em_ - e-nt -_ NB __ _-SB----._ SB- -.SB-___-___SB._--- i Directions Served R L T T R Maximum Queue (ft) 299 147 150 658 350 ' Average Queue (ft) 95th Queue (ft) 67 163 134 153 123 205 287 603 112 380 Link Distance (ft) 1095 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) Queuing Penalty (veh) 0 0 11 60 25 135 8 66 1 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ovement NB SB , Directions Served LTR LTR ' Maximum Queue (ft) Average Queue (ft) 91 30 83 24 95th Queue (ft) 59 54 Link Distance (ft) 278 396 Upstream Blk Time (%) ' Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni 1 �I Queuing and Blocking Report 2024 No -Build AM Run 14 ' 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movetnenf t f. „ i~�8. EBB ., ;EB�;Wl3 WBj WB,LWB� Directions Served L L T T L T T R L L T T Maximum Queue"(ft) 194 191 409 ~,427 280 262 '", 354 235 183 191 318 292 Average Queue (ft) 112 66 242 256 93 126 141 71 106 110 210 165 95th bQueue (ft) �_ = 182 139 " - 379 380 ;188" : 211 254 176" 174 ; : 178 293 268 Link Distance (ft) 460 460 „ 388 " 388 531 531 531 Upsfream 'Blk Time (%) n Queuing Penalty (veh) Storage, Bay Dist (ft) =` 450 „450 290 . , ` 235 : 375 Storage Blk Time (%) 0 1 0 0 Queuing -Penalty (veli) jo 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L T T R Maximum Queue (ft) 134 143 149 445 Average Queue (ft) 53 128 99 187 37 95th Queue (4) , 91 163 194 416 215 " Link Distance (ft) 1095 Upstream:Blk Time Queuing Penalty (veh) SMge'Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 15 17 5 0 Queuing Penalty (veh} 79 90 41 1 , Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Storage Blk Time (%) Queuing Penalty (veh? One Logistics Park - Winchester SimTraffic Report Pennoni C1 Run 15 Quelling and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB 678 WB WB WB WB NB. NB NB ' Directions Served L L T T T L T T R L L T Maximum Queue (ft) 217 450 532 532 412 237 211 254 234 240 236 317 Average Queue (ft) 112 113 289 298 16 98 115 116 62 105 114 194 95th Queue (ft) 188 355 470 473 143 172 178 191 156 170 179 292 Link Distance (ft) 460 460 587 388 388 531 531 Upstream Blk Time (%) 0 2 2 Queuing Penalty (veh) 0 12 13 ' Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 2 0 0 Queuing Penalty (veh) 1 4 1 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB SB SB SB SB B28 Directions Served T R L T T R T Maximum Queue (ft) 311 235 145 150 1210 350 287 Average Queue (ft) 147 77 139 147 888 337 47 ' 95th Queue (ft) 241 152 146 151 1361 443 190 Link Distance (ft) 531 1095 478 Upstream Blk Time (%) Queuing Penalty (veh) 15 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 30 31 38 3 Queuing Penalty (veh) 0 162 168 315 9 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike V6vement NB SB j Directions Served LTR LTR 1 Maximum Queue (ft) Average Queue (ft) 94 37 64 19 95th Queue (ft) 76 46 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 16 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement, `,. ��s; �. EBB DEB %B -E6,WB��t}�,1� �4, WB NB yN6 BNB; ,� ,. �B78��' ,yV6._•��, Directions Served L L T T T L T T R L L T Maximum Queue (ft) = 163 449 481 „ _, 532 41 147 '. 235 30,8 230 231 < . 213 319 Average Queue (ft) 110 82 267 293 3 72 122 128 48 101 117 204 95th Qu6ue (ft) 167 260 .430i " , 475 20 133 26 ` 220 '.; 118 169 171' 305, Link Distance (ft) _ 460 460 587 388 388 531 61 Upstream Blk Time (%) Queuing Penalty (veh) 0 3 8 Storage Bay Dist (ft) 450 450 290-. = 235=; 375 Storage Blk Time (%) 0 0 0 0 Queuing Penalty."0 " 1 = 1 0 ,. Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Moyementt tea, NB SB SB>� B S j, , BNB Directions Served T R L T T R Maximum Queue (ft) 311 138 146 150 1046 Average Queue (ft) 164 49 130 105 290 112 95th Queue (ft) 273 102„210 754 380 Link Distance (ft) 531 1095 Upstream BIk Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 =350 Storage Blk Time (%) 0 16 14 13 1 Queuing Penalty (veh) Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue: ft 114 58 Average Queue (ft) 44 18 , ' 95th Queue 40 ' Link Distance (ft) 278 396 Upstream Blk Time.(%) „, r _, e_ w, ,� ,,. _ ... ,�_= Queuing Penalty (veh) Storage Storage Blk Time (%) Queuing °Penalty (veh) = %: One Logistics Park - Winchester SimTraffic Report Pennoni r] [1 C 1 I� Run 17 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB - B78 WB WB WB WB NB NB NB, Directions Served L L T T T L T T R L L T Maximum Queue (ft) 178 448 480 493 49 150 190 255 235 181 461 541 Average Queue (ft) 106 66 295 305 2 79 115 127 51 105 147 223 9501 Queue (ft) 168 201 455 463 17 136 174 201 121 172 303 369 Link Distance (ft) 460 460 587 388 388 531 531 Upstream Blk Time (%) 0 0 0 0 Queuing Penalty (veh) 0 4 3 0 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 1 0 0 ' Queuing Penalty (veh) 0 1 1 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB SB SB SB SB Directions Served T R L T T R Maximum Queue (ft) 540 116 146 150 1082 350 Average Queue (ft) 192 65 135 125 317 100 ' 95th Queue (ft) 355 107 153 200 795 361 Link Distance (ft) 531 1095 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 0 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 12 17 8 1 ' Queuing Penalty (veh) 0 63 90 67 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB j Directions Served LTR LTR ' Maximum Queue (ft) Average Queue (ft) 114 36 64 20 95th Queue (ft) 81 48 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 18 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T L T T R L L T T Maximum Queue;;(ft) ,, 204 163 347 ,.., M2 130 240` 264 , 235= 239 264 305 319 Average Queue (ft) 129 73 220 236 67 122 127 53 113 130 204 158 95th Queue„(ft) 200 146 329 , =. 336 119 195 223, 122 = 198 ': 2,' 304' „2, a Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage„Bay Dist (ft) 450 450 290 , 235= 375 , Storage Blk Time (%) 0 0 0 Queuing P-;enalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovemmentm~ SB TSB SB SBx ,E:F >rti3`k� 4m%�./ Directions Served R L T T R Maximum Queue (ft) . 134 .. .:147 149 ..: 874 :.350 Average Queue (ft) 61 134 108 253 50 95th Queue (ft) 110 152 210 . 632 Link Distance (ft) 1095 Upstream BIk Tlme (%) Queuing Penalty (veh) ,..._..,.�_.,.� Storage Bay Dist (ft) y 300 150 150 `" 350 -JOE , Storage Blk Time (%) 13 20 10 1 jff- Queuing Penalty (veh) " %' . .. . ,. „68 106 . 82. 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum 62 .'. Average Queue (ft) 43 23 . _,.. °' Queue ft 95th O 87 47 Link Distance (ft) 278 396 Upstream Blk Time (°I°) =, o��' Queuing Penalty (veh) Storage Bay Dist (ft) s '. _ Storage Blk Time (%) �. _,e _ „ �. .�.. Queuing Penalty (veh).,. One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 19 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB B78 B78 878 WB WB WB WB NB, Directions Served L L T T T T T L T T R L Maximum Queue (ft) 161 449 560 541 340 418 70 174 166 223 227 182 Average Queue (ft) 95 106 248 258 18 34 2 88 98 115 51 97 ' 95th Queue (ft) 156 339 470 483 127 198 24 168 165 187 124 160 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 2 4 Queuing Penalty (veh) 0 14 28 ' Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 2 0 0 Queuing Penalty (veh) 0 5 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement -" __.____ __.._..____..____NB ---- -- --NB -� .... NB - _ ..__._- NB _-- SB ---_. SB - _.._ SB _�_._ __.._._ . _,.-- -------_ SB -] Directions Served L T T R L T T R Maximum Queue (ft) 240 374 396 113 146 149 477 350 Average Queue (ft) 115 208 169 49 131 94 149 62 95th Queue (ft) 186 290 263 88 160 206 369 282 Link Distance (ft) 531 531 531 1095 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 10 7 4 0 ' Queuing Penalty (veh) 0 57 38 33 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB — Directions Served LTR LTR ' Maximum Queue (ft) Average Queue (ft) 94 35 85 26 95th Queue (ft) 74 56 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build AM Run 20 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T L T T R L L Maximum Queue"':(ft) 245 _450 532 533,_ 55,�,_ 4 M 133 �­,,,36 41 2 1 9,,,-�--Ijr 3 1 Average Queue (ft) 134 ill 281 293 2 3 76 119 133 62 111 125 95t 31,1,� 462 '474 119 �24, -36- * , 9 25 1, 146 1 6V V7 Link Distance (ft) 460 460 587 587 388 388 - 531 Upstream "Blk Time (%) 0 2 i A Queuing Penalty (veh) 0 9 15 2 Bay Sforao Dist 'Storage 45- 450 0 "T ` 375 Blk f6e' 0 1 0 1 0 Qiieumg Ity veh) b 3 Intersection: 30: Front Roval Pike/1-81 NB Rams & Millwood Avenue/Millwood Pike 13WTW_ Directions Served T T R L T T R Maximum Queue 7 :20, 188 14EO" 56, jl5!; Ji!" JIE A Average Queue (ft) 183 136 68 134 105 260 75 _iti---M.-I, 0ft, 37 7 -2 6, Link Distance (ft) 531 531 _1 1095 Queuing Penalty (veh) 0 orag 300 150 150. Q Storage Blk Time 15 19 7 1 Qu . ..... . . 81 101, J g Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T LTR LTR MaximumMeU6� g 64",11 72" Average Queue (ft) 2 30 16 ,Queue -57 4 Link Distance (ft) 335 278 396 Upstream T Queuing Penalty (veh) Storage Bay, Dist_ J1 Storage Blk Time ,A_2111 Ouin' enalt-­eh' I I I I J I I fl I r I I I I One Logistics Park - Winchester SimTraffic Report Pennoni I C� Run 21 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike .--.__-_-.._-__-._--.___.__.____.___._..__._._._... ovement EB EB ..-_..__..._._-_..__.__.----._-_,__.._._.__---._____......___._.._.._-.-_-------.----.----_.._..-._-.._._.....,_...._.. EB EB B78 WB WB WB WB NB _._. NB NO ' Directions Served L L T T T L T T R L L T Maximum Queue (ft) 205 177 430 432 375 255 291 190 106 186 211 347 Average Queue (ft) 121 79 267 269 15 104 104 106 58 94 112 233 ' 95th Queue (ft) 182 147 426 430 131 220 166 173 114 156 184 339 Link Distance (ft) 460 460 587 388 388 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 ' Queuing Penalty (veh) 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB SB SB SB SB Directions Served T R L T T R Maximum Queue (ft) 334 112 146 150 757 350 Average Queue (ft) 188 58 136 136 244 62 95th Queue (ft) 298 98 150 189 557 283 Link Distance (ft) 531 1095 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 16 15 9 0 Queuing Penalty (veh) 0 82 80 72 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike lovement NB SB Directions Served LTR LTR ' Maximum Queue (ft) Average Queue (ft) 78 37 64 21 95th Queue (ft) 76 44 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 22 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30-. Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T L T T R L L T T Maximum ,Queue (ft) 218 149 391C �A 3 289 344 366� 235 192 = v 181 365` 351 Average Queue (ft) 112 57 241 252 82 122 126 66 101 108 234 187 95ih Que�" 194 122,"; 3 16b 4 ,298 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time Queuing, Penalty (veh) Storag&�Bq Dist (ft) -"450 1", 450", 375 Storage Blk Time 0 0 0 0 0 PenaltyQiaeumg (veh) 0 0 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike m9=01M Directions Served R L T T R T Maximum Queue (ft) 151 --,,14 5 Average Queue (ft) 67 134 118 408 125 45 05th Queue (ft) 123 2 :"2 0 31 4 0 11 ... ... . .. M Link Distance (ft) 1095 478 Upstream Blk Time;(%)U,7 al Queuing Penalty (veh) 0 0 s, 306 ge-Ba Dist f5 -1 Storage Blk Time '01 19 18 16 1 6_UeyiiibaII (veh) _0 1`q Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR 'YPPP t) 57, 11 _11 Z_ Average Queue (ft) 34 24 Queue u R" (ft) :53' J Link Distance (ft) 278 396 Upstream I ime (%) Queuing Penalty (veh) Storage a Storage Blk Time Penalty (veh)'­ ,Queuing I I I I I I I I I I u I I I 11 One Logistics Park - Winchester SimTraffic Report Pennoni I F I L I I P) Run 23 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB Directions Served L Maximum Queue (ft) 190 Average Queue (ft) 121 95th Queue (ft) 177 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 450 Storage Blk Time (%) Queuing Penalty (veh) EB EB EB B78 B 7 8 ...__ B78 WB..._ .WB _ WB._ _ .. WB NB L T T T T T L T T R L 449 532 547 226 406 426 170 213 190 223 209 111 268 287 15 21 17 78 102 103 47 107 314 459 481 100 154 147 131 174 165 104 174 460 460 587 587 587 388 388 0 4 4 0 24 25 450 0 4 0 8 290 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 235 375 0 0 ovement NB NB NB NB SB SB SB SB ' Directions Served L T T R L T T R Maximum Queue (ft) 223 384 371 199 146 150 382 350 Average Queue (ft) 126 206 160 66 123 92 138 37 95th Queue (ft) 195 317 272 137 156 193 329 216 Link Distance (ft) 531 531 531 1095 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 9 12 5 0 Queuing Penalty (veh) 0 51 66 41 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike _o_v_ ___ement _ tJB __ —---- SB Directions Directions Served LTR LTR Maximum Queue (ft) 132 64 Average Queue (ft) 42 25 95th Queue (ft) 93 47 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 24 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 0WBN WB lhlt3 SUB . , , Directions Served L L T T T T T L T T R L Maximum":Queue (ft) 183 450 , ,' 541 533 370 554 ,: 656 127 192 187 ; 123 182 Average Queue (ft) 103 80 287 298 36 55 58 70 103 104 41 95 95th Queue (ft) 149 257 505 512 190 ;_ 299 341 d 113 • 176 162 87 153, Link Distance (ft) 460 460 587 587 587 388 388 UpstreamBlk Time (%) Queuing Penalty (veh) 0 45 58 6 Storage Bay Dist (ft) 45,0 450 290 235" 375 Storage Blk Time (%) m .. 0 7 Queuing Penalty(veh), 0 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB,. B NB ' `NB SB?B SB 3" , . t ,,,S,B 7 Directions Served L T T R L T T R Maximum Queue (ft) 220 5Q0 426 164 146 150 ;= 936- 350- Average Queue (ft) 113 238 193 67 135 140 310 137 95th Queue (ft) 182 417 3b9 121 158 185 647 418 . Link Distance (ft) 531 531 531 1095 Upstream Blk,Time,(%) ,,... Queuing Penalty (veh) Storage -Bay Dist(ft 300 150 150 '.350.° Storage Blk Time (%) 0 18 21 12 1 Queuing Penalty (veh) 115 ,` 1 05 ` : -.. 3 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served LTR LTR Maximum Queue ((t) Average Queue (ft) 157: 84� 45 24 95th-Queue ft' Link Distance (ft) 10,8 278 396 / , Upst"ream Blk Time (%) ° Queuing Penalty (veh) ji Storage BayDist (ft)ot Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni u I C I 1 I Queuing and Blocking Report 2024 No -Build AM Run 25 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) EB EB EB EB WB WB WB - WB NB NB NB NB L L T T L T T R L L T T 181 136 357 356 170 210 215 191 225 243 295 256 115 56 244 241 82 117 125 56 114 115 198 145 179 120 359 332 155 195 205 119 184 184 279 236 460 460 388 388 531 531 531 450 450 290 N 235 375 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB SB SB SB SB Directions Served R L T T R Maximum Queue (ft) 113 145 150 356 350 Average Queue (ft) 63 131 99 127 12 95th Queue (ft) 110 153 203 290 120 Link Distance (ft) 1095 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 6 6 3 0 Queuing Penalty (veh) 30 35 20 0 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike ovement NB SB j Directions Served LTR LTR Maximum Queue (ft) 115 82 Average Queue (ft) 38 24 95th Queue (ft) 76 56 Link Distance (ft) 278 396 Upstream Bilk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 7 Run 26 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike , Directions Served L L T T T T T L T T R L Maximum Queue,(ft) 167 450 ` 532 552 105 378 .- 421;�� 171 261. ° 221 f Average Queue (ft) 107 66 283 295 4 13 15 97 127 135 63 110 95th Queue (ft) �, 156 196 ;, 453 466 , ,� 36 . 129 144 ` 161 ., 227y- 2' ' 164 184 Link Distance ft 460 460 587 587 587 388 388 Upstream Blk Tiriie (%) Queuing Penalty (veh) 0 8 11 Storage Bay Dist (f#) „ ` 450 450 290 235 375 Storage Blk Time (%) 0 1 1 0 Queuing Penalty"(veh) 0 3 1. 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike u oveJnent� , ,..:� ��, NB �.fVB �NB��� - �;�.,:.. y �,' �� ��� • %�`� x3 � Directions Served L T T R L T T R T „ - IF 11Oime (f7 145 149= 1192, 350 312 Average Queue (ft) 126 197 147 54 131 114 95th Queue (ft)�� 214 324 ., 2h0 97, 206 ` - 365 112 11 883 � 382 1,07 ... , r160 „ Link Distance (ft) 531 531 531 1095 478 UpstreamBlk Time;(°/ ' t Queuing Penalty (veh) 0 Storage Bay,Dist (ft) = - 300 150 150 350- =- J M Storage Blk Time (%) 11 11 8 1 enal Queuing Pty (veh) „ 62 57 62 3 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike �� �►�� � � �NR TSB � �i � �� � �� - � � �����,� Directions Served LTR LTR Maximum Queue ft 94 67 Average Queue (ft) 38 24 95th Queue ft 8 1 Link Distance (ft) 278 396 Upstream 131k Time (%) Queuing Penalty (veh) StoraJr,ge Bay Dist (ft) ,_.. Storage Blk Time (%) Queuing Penalty,(veh) I One Logistics Park - Winchester SimTraffic Report Pennoni � I � I I t Queuing and Blocking Report 2024 No -Build AM Run 27 2024 No -Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramos & Millwood Avenue/Millwood Pike ___.__.__._ �Aovement __,_.-- EB _ _ EB _.-__-._ . EB ___.__ .._ EB _.__ .. WB __ .._. WB WB WB -.- -- NB --__-._ NB ......_.. _.__ NB ___ NB Directions Served L L T T L T T R L L T T Maximum Queue (ft) 218 449 452 465 172 187 191 227 226 222 347 332 Average Queue (ft) 111 81 275 285 76 125 124 64 110 135 203 145 95th Queue (ft) 177 213 415 413 154 180 172 143 183 212 292 240 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 2 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB SB SB SB SB { Directions Served R L T T R Maximum Queue (ft) 98 145 149 391 350 Average Queue (ft) 59 136 123 171 25 95th Queue (ft) 101 152 205 352 174 Link Distance (ft) 1095 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 8 13 3 0 Queuing Penalty (veh) 40 69 26 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ovement NB SB Directions Served LTR LTR Maximum Queue (ft) 114 64 Average Queue (ft) 40 23 95th Queue (ft) 83 46 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build AM Run 28 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T L T T R L ]mum �_,449 463, f 0-- 473 359, 424- 2 235 �2,29� 222 Average Queue (ft) 116 87 241 254 17 15 73 118 130 62 ill 116 95 T',,n,,", ?21 392 409 12914 14 237:� 20 , 4 93 5 Link Distance (ft) 460 460 587 587 388 388 531 Upstream e 0 0 1 r-o Queuing Penalty (veh) 0 1 4 Storage Bay IS �450" 450 JA Storage Blk Time 0 0 1 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Ave nue/Millwood Pike 7 U, R", t 1, Directions Served T T R L T T R u m: 8 1 9 1 U0 :W 145 3 4 1' 'JIF "All W Average Queue (ft) 191 147 52 90: 2 90::' 120 164"-, 86 125 12 -YO! Link Distance (ft) 531 531 1095 up, 0- J Queuing Penalty (veh) Storage Bay Dist=.(ft) ,.x 3 150, 150 ' L Storage Blk Time 0 5 9 5 0 Que,...... . . u ing P 0 27,�� 51 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR ,64 Average Queue (ft) 46 19 'eaC% y' ,11 J Link Distance (ft) 278 396 Upstream eaBkTime(%)Z J ia Queuing Penalty ('veh) _ Storage Bay Dist (ft)A� xwAl, aMff Storage Blk Time Queuing Penalty _E A I I I One Logistics Park - Winchester SimTraffic Report Pennoni I I D 1 1 P Queuing and Blocking Report 2024 No -Build AM Run 29 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _- -----. _. ___...__.,_ ._ ovement EB- EB Directions Served L L Maximum Queue (ft) 200 449 Average Queue (ft) 130 107 95th Queue (ft) 184 312 Link Distance (ft) Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 450 450 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 EB EB'---'B78 B78 T T T T 569 552 183 185 288 298 10 14 503 510 70 85 460 460 587 587 4 5 26 37 4 9 B78 WB ...._ WB- T L T 56 172 231 2 78 122 19 140 188 587 388 290 WB--.-.-_WB._. - -`NB T R L 187 144 173 111 47 107 181 89 166 388 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 235 375 ovement NB NB "NB_ NB NB SB __._._...._.._.._---- SB -- -- SB _--____..__,---_.___---.-.---_._._---------.-__, SB, I Directions Served L T T R L T T R Maximum Queue (ft) 181 438 348 294 144 150 568 350 Average Queue (ft) 116 218 177 78 133 115 183 62 9501 Queue (ft) 164 363 304 164 147 202 434 280 Link Distance (ft) 531 531 531 1095 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 0 11 10 6 0 Queuing Penalty (veh) 0 0 60 53 50 1 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Movement _..SB_ NB ._....__...-----------._____._---------.------____—__.--------__.___.__.____.. Directions Served LTR LTR Maximum Queue (ft) 70 110 Average Queue (ft) 30 29 95th Queue (ft) 52 71 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 30 Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike MONEC EB EB EB V�B �Y ..�..�.w . ,��,�7 � ��� _�, �,�_.� �3 ; �. , ���, �VVfi#��„� y�=WB ���,W B,, .> NB ,NBA Directions Served L L T T L T T R L L T T Maximum Queue„(ftj 182 139 ... 435 405, 135 '194 „; 230 '155 . 275 337 322 Average Queue (ft) 108 51 253 263 85 105 113 47 88 113 199 160 95th:Queue ft = 172 196 (,.) 376 . 378 139 176 '. 193 106 , 150 ' 201 ; 284 -=," 271 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 450 450 290„ 235, Storage Blk Time (%) 0 0 0 0 Queuing Penalty (veh} "0 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike jovemer�t : , D � 513,.,,.. S ,z S'B SB, I. . Directions Served R L T T R Maximum Queue'(ft) 128.­ 146 Average Queue (ft) 66 137 144 95th Queue (ft) 111 149 153 314 75 597 312 ' Link Distance (ft) 1095 Upstream`Blk Queuing Penalty (veh) � Storage Bay Dist (ft) ' 300 150 150 Storage Blk Time (%) 17 21 6 1 Queuing Penalty (veh} - ..: 94 114 52 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue (ft) 136 . 108 " g� Average Queue (ft) , 44 27 9,5th Queue (ft) 99 , 63 Link Distance (ft) 278 396 Upstream Blk Time'(%) i%e Queuing Penalty (veh) _ Sforage-Bay Dist,(ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni �`\ VDOT Virginia Department of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (XS) = (1/N) (X1 + Xz + X3 ... + Xrr) Outputs Sample Standard Deviation (Sj = V[(i(X-XS)z)/(N-1)] Sampling Error = Z (SS/dN) Confidence Level = X5± Z (SS/dN) % of Sample Mean (E) = %Tolerance * XS Sample Size Needed = [(Z)z * (S,)z] / (E)z Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 10.0 Confidence Interval: 95% XS = 45.0 Tolerance Error: 10% SS = 5.4 Number of Model Runs: 10 E = 4.5 Z = 1.96 Run Number Speed 1 46.2 Sampling Error = 3.32 i ( 2 46.6 95% Confidence Interval = 41.7 to 48.3 3 4 36.7 Percentage of Mean = 7.38% _Good 4 44.1 Sample Size Needed = 10 r I 5 40.8 F 6 50.5 Z is the number of standard deviations away from the mean i 7 47.4 corresponding to the required confidence level in a normal 8 36.9 distribution. 9 52.4 10 48.3 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 —— -- SimTraffic Performance Report 2024 No -Build PM I 2024 No -Build PM 12/07/2020 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB, Performance by run numir Denied Del/Veh (s) 37.9 60.0 26.8 58.1 9.3 7.6 23.0 18.6 31.3 25.6 29.8 Total DelNeh (s) 778 Z8:4 76 2 80 8 �'72 5'; 7612, :,'>696 80.3, 76:7 76.8 _ 76.5 . 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nurr ■ RunNumber ���� ��f '"`�� t,, � � �- ,� °;°'. � �, , --° � �� �. Denied Del/Veh (s) 0.5 0.7 0.9 0.3 0.4 0.9 0.3 0.3 0.4 0.4 0.5 Total Del/Veh (s} 462 .48 3 46 6 = 36 7 441, 40 8 ; 50 5 47.4., 36.9 524 45.0 30 Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num uRI-I Denied Del/Veh (s) 1.2 0.1 1.4 0.2 0.3 0.3 0.9 0.3 3.5 0.2 0.8 TotahDel/Veh (s)-' 102:7 749 137 7 57 3 75 0 70 3 125.E 912 1463 84.2 96,7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh-(s) 28.4 281 3.5 4 ;41 6 30 5 „ ` 57 3 25 3 29.8: 44 8 29.7 35.1 One Logistics Park - Winchester Pennoni 1 L 17, I SimTraffic Report I �/DDTVirginia Department of Transportation Sample Size Determination Tool, Version 2.0 Userinputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) = (1/N) (XI + X2 + X3 ... + XN) Sample Standard Deviation (S,) = V((i(X-X,)2)/(N-1)) Sampling Error = Z (SS/VN) Confidence Level = X,± Z (SS/JN) % of Sample Mean (E) = %Tolerance * X, Sample Size Needed = ((Z)2 * (S,)2] / (E)2 Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 16.0 Confidence Interval: 95% X, = 1586.9 Tolerance Error: 10% S, = 322.9 Number of Model Runs: 16 E = 158.7 Z = 1.96 Run Number Speed 1 1364 Sampling Error = 158.22 i 2 1683 95% Confidence Interval = 1428.7 Ito 1745.2 3 ; 1252 Percentage of Mean = 9.97% Good 4 1632 Sample Size Needed = 16 5 i 1044 ! s 6 € 2061 Z is the number of standard deviotiau away from the mean 7 1857 corresponding to the required confidence level in o normol 8 1713 distribution. 9 2152 10 1872 11 1452 12 1251 13 1284 14 1797 15 1707 16 1270 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Run 1 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 351 603 623 538 290 433 423 235 247 Average Queue (ft) 440 449 532 175 556 371 118 82 269 404 235 166 95th Queue (ft) 445 450 533 299 692 731 418 193 456 420 235 242 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 4 24 67 25 2 2 32 Queuing Penalty (veh) 0 0 499 189 16 15 288 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 20 47 57 0 6 41 51 ' Queuing Penalty (veh) 88 207 348 0 5 308 252 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 1 - ____-_-..-_ . _ _._._- _- ovement „_ NB _ NB NB - NB Sf3 SB SB Directions Served L T T R L T T Maximum Queue (ft) 576 596 584 300 145 146 296 Average Queue (ft) 251 483 449 168 89 47 60 95th Queue (ft) 519 605 614 387 145 141 178 Link Distance (ft) 531 531 531 1098 ' Upstream Blk Time (%) Queuing Penalty (veh) 4 15 9 35 7 24 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 45 1 0 1 0 Queuing Penalty (veh) 36 2 1 4 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB NB SB Directions Served T T LTR LTR Maximum Queue (ft) Average Queue (ft) 335 166 368 304 161 39 87 31 95th Queue (ft) 379 454 93 67 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 0 10 Queuing Penalty (veh) 1 61 Storage Bay Dist (ft) Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 rl One Logistics Park - Winchester SimTraffic Report Pennoni 1 Queuing and Blocking Report 2024 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 1 2024 No -Build PM 12/07/2020 lo®R PIR Directions Served L T T R L T T L TR LTR Maximum, ueue (ft) 40 135 „'' 1:75 30 44 560 573 174 109 ' � 91 Average Queue (ft) 8 51 62 4 6 119 259 75 37 44 95th Que� ".n 24 114 135 �" 14 24 �,, 333 522 - Link Distance (ft) 335 335 1038 1038 407 - 407 448 Upstream Blk F Queuing Penalty (veh) Storage Bay Dist"(ft) 370 270 1000 Storage Blk Time (%) 0 " Queuing Penalty (veh,) , r'.,, 0 Jr, RR Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza loyeme-R 7_11MEW Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 97 67 133 „162 299 430 400 = 433" 149 184 158 44 Average Queue (ft) 41 36 62 65 30 101 116 101 17 86 91 8 95fh Queue ft , 77 =" 67 1.16 133 133 294 300 306 . 79 163 150, 29 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) „ 2 2 6,.., .. ,. Queuing Penalty (veh) 6 8 24 Storage Bay Dist "".,,.:..._... 300 _ Storage Blk Time (%) 0 6 0 1 Queuing Penalty (veh) : ,. 0 1 0 0 " Intersection: 51: Front Royal Pike & Costco Directions Served R T T TR Average Queue (ft) 7 1 4 3 95th Queue (ft) 50 1,0 32 21 Link Distance (ft) 510 252 252 252 Upstream Queuing Penalty (veh) Storage Blk Time (%) Qiaeumg Penalty"(veh)jmal, l One Logistics Park - Winchester SimTraffic Report Pennoni L, 1 ' Run 2 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue _._o__.m__ _en_. _t. _. _.___ -_- ve._ EB EB WB _WB_.___ WB _ _ _B_78._____ .. __-__ . B _._-SB-_.,___... _ . N B84 __SB_...__. � Directions Served T T L T T T R T R R Maximum Queue (ft) 249 248 480 204 214 226 476 845 275 289 Average Queue (ft) 195 181 246 66 85 8 82 102 194 176 ' 95th Queue (ft) 279 283 419 129 163 77 373 487 270 258 Link Distance (ft) 212 212 587 587 460 371 1221 944 Upstream Blk Time (%) 19 13 11 Queuing Penalty (veh) 125 86 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike 1 ovement EB . _ EB _ __. EB EB � �B78 _ 678 __- MY"- B78 - _ __ WB r-_ WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 551 458 621 603 840 290 459 426 235 374 Average Queue (ft) 437 449 532 219 488 386 296 87 324 409 235 215 ' 95th Queue (ft) 460 452 542 367 805 772 876 226 493 425 235 340 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 2 0 19 0 59 443 0 0 24 177 4 27 15 112 6 53 35 317 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 12 38 51 0 7 47 49 0 Queuing Penalty (veh) 53 165 313 0 6 350 240 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB —{ Directions Served L T T R L T T ' Maximum Queue (ft) Average Queue (ft) 571 383 601 544 573 540 300 233 144 108 149 60 197 43 95th Queue (ft) 665 571 565 419 155 158 119 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 5 33 26 Queuing Penalty (veh) 19 122 96 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 1 75 1 4 1 1 Queuing Penalty (veh) 2 59 3 13 3 3 I I One Logistics Park - Winchester SimTraffic Report Pennoni 1 Queuing and Blocking Report 2024 No -Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 2 ' 2024 No -Build PM 12/07/2020 Directions Served T T T LTR LTR Maximum Queue,(ft) 2.1 ' 375� 374 94., 125 Average Queue (ft) 1 229 342 41 30 95th Queue (ft) 7. 453 370 90, 69, Link Distance (ft) 388 335 335 278 396 Upstream BIk Time (%) -` .. 2 16 Queuing Penalty (veh) 11 91 Storage Bay D%st(ft), Storage Blk Time (%) 2 Qieumg Penalty (veh) .0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R L TR LTR Max Um :Queue (ft) 61 145 162 10 45 852 883, 500 158 92 71 Average Queue (ft) 17 54 58 2 6 364 505 35 85 _ 41 34 95th Queue (ft) 43 121 130 : 7 25 '' 849 936 246 " ` 146 76 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream BlkTime;(%) � EE Queuing Penalty (veh) Storage Bay Dist (fk) 370'; 270 1000 500 . Storage Blk Time (%) 30 0 _, „ Queuing Penalty„(veh) v � -<, °- 0 Intersection: 50: Front Roval Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 155„ 97 > 116: 201 ,-299 '429 ": 441 433 Average Queue (ft) 50 38 59 76 40 , 303 318 328 6 71 73 2 95fh Queue (ft) �'„101 71�,.� 102 136 , �'189 556 . 545 v 581 21 '131 . 134 e 10 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream'Blk Time (%) = % 25 ;, 32 60 �100 Jill Queuing Penalty (veh) 126 240 Storage Bay Dtst (ft) „ = ,,. „` 300 �. Storage Blk Time (%) 0 41 0 Queuing Penalty (veh) ,, , One Logistics Park - Winchester SimTraffic Report Pennoni u P r 1� 1 I 1 ' Run 3 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement......__. _....,_.., _...EB. _ EB - WB -- _-WB.. - WB-----'B78...__,- B78 ....._.NB B84_--- _SB ' Directions Served T T L T T T T R T R R Maximum Queue (ft) 248 249 580 658 587 302 331 440 120 278 240 Average Queue (ft) 234 217 486 303 261 30 26 16 10 189 146 95th Queue (ft) 264 282 633 742 607 146 143 150 61 261 245 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 40 18 2 8 0 1 Queuing Penalty (veh) 261 120 0 71 2 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 4 8 Queuing Penalty (veh) 33 24 Intersection: 30: Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB . WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 556 290 618 621 822 289 403 429 235 248 Average Queue (ft) 441 449 534 173 595 391 266 66 257 332 220 145 ' 95th Queue (ft) 447 450 543 284 607 797 753 153 410 512 290 211 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 6 0 27 0 68 508 35 262 6 48 6 45 1 5 17 149 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 20 51 59 0 2 25 30 Queuing Penalty (veh) 88 225 361 0 2 188 146 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB I Directions Served L T T R L T T R Maximum Queue (ft) 514 520 520 300 142 149 583 350 ' Average Queue (ft) 148 305 261 50 100 61 127 37 95th Queue (ft) 218 469 448 167 159 166 372 214 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 0 0 0 ' Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 5 0 11 9 4 0 Queuing Penalty (veh) 4 0 38 31 17 0 One Logistics Park - Winchester SimTraffic Report Pennoni u I Run 3 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T LTR LTR Maximum Qiaeue (ft) 335 348 92, - 83 Average Queue (ft) 89 166 33 26 95th Queue (ft) 296 417 61 56 e _ _ Link Distance (ft) 335 335 278 396 Upstream, Blk Time (%) 0 3RAF Queuing Penalty (veh) 0 20 Storage Bay Dist(ft) Storage Blk Time (%) 0 ,__ Queuing Penalty (veh) ,. ` Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike f ,879 NB N Directions Served L T T R L T T T L TR LTR Maximum Queue (ft)„ 42, 159 166 31 40 =,222 475 26 158 67 113 Average Queue (ft) 11 57 59 4 9 56 114 1 88 26 37 95th Queue (ft) , = 34 127 133, _ 15 26 175 = 328 9 1,48 53 ' 85 Link Distance (ft) 335 335 1038 1038 907 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) - Stora a Ba Dist(ft 370 270 1.000 Storage Blk Time (%) Queuing Penalty:(veh) w , Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza 9oent8 B%.,8 BN13 1 BNB SB SBA SB St3 ,s 1 .. Directions Served LT R LT R L T T TR L T T R Maximum Queue"(ft) 116 ,- .: ;, 93 193 17340 207 36 140 , 154" ..: 28 Average Queue (ft) 46 39 49 51 11 67 61 38 6 63 61 5 95th Queue eft), _,' 94 64 " ` 93 78 29 '157 134 102 „21 123 `„126 =19 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream BIk.Time(%) Queuing Penalty (veh) Storage Bay,Dist (ff) 300 _ d� 150 e Storage Blk Time (%) 0� Queuing Penalty (veh) 0' One Logistics Park - Winchester SimTraffic Report Pennoni Run 4 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB WB WB NB B84 SB . SB Directions Served T T L T T R T R R Maximum Queue (ft) 256 247 570 581 271 433 22 406 385 Average Queue (ft) 198 188 308 104 106 15 1 238 220 ' 95th Queue (ft) 267 265 551 325 211 148 7 353 327 Link Distance (ft) 212 212 587 587 371 1221 944 Upstream Blk Time (%) 17 5 0 0 1 Queuing Penalty (veh) 106 35 0 0 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 2 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement- - EB EB EB EB ___.-_------- B78 _ B78 -----.__......-_...__. 678 WB _..__.- WB T WB WB - 1JB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 449 450 580 459 619 598 750 289 416 425 235 202 Average Queue (ft) 439 448 535 190 479 378 207 74 306 392 232 155 95th Queue (ft) 461 459 553 343 748 763 626 169 455 467 258 209 Link Distance (ft) 460 460 587 587 587 388 388 ' Upstream Blk Time (%) Queuing Penalty (veh) 3 0 23 0 61 456 0 0 15 109 2 15 2 12 2 20 26 240 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 15 43 50 0 6 35 41 Queuing Penalty (veh) 67 188 307 0 5 263 203 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ove- - m-ent --- ,__ _.. - ---- - - NB ------- NB ------_N. NB - ___B.SB —__m—_--B--- S --- -SB - ------- _ _ ---- - Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 526 171 520 377 531 336 300 118 142 89 147 34 82 40 95th Queue (ft) 302 475 471 322 140 110 76 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 15 0 2 1 ' Queuing Penalty (veh) 12 1 7 2 11 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 4 2024 No -Build PM 12/07/2020 ovement ,, a, Fm M WB, Vll6, r W R Directions Served T T R LTR LTR Maximum Queue (ft) 363 �. 370 348 76 130 Average Queue (ft) 170 272 24 30 41 95th Queue (ft), 404 461 169 66 93 AN Link Distance (ft) 335 335 335 278 396 Upstream Blk Time;(%). 8 =1 Queuing Penalty (veh) 7 46 4 Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement; 1=B�z. EBE.B WB WB� U1/B WB 7 679 NB.'NB�SI3 ,,. w�6 Directions Served L T T R L T T R T L TR LTR Maximum Queue (ft) - „ . 44 148 160 10 . 474 791 837 500... „ , 36 194 87 85 Average Queue (ft) 11 59 63 3 23 168 238 18 1 90 30 36 ,.. 95th Queue (ft) :125 132 10 32 167 516 637 171 12 155 ; 66 68 Link Distance (ft) 335 335 1038 1038 907 407 407 448 Upstream Blk Time(°/(°) Queuing Penalty (veh) Storage Bey Dist (ft) 370 '270 1000 .;` 500 Storage Blk Time (%) ' �. 7 � 0 Queuir '`Penalty veh 1 0 � Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza y 1N6� iN6 N vementB R EB y y NB Sl3 SB SBn SB y Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 97 ,? 97 93 �:1,00 ; { 68 / 156 98 ;, '` 102 " =17 166 224 48 Average Queue (ft) 38 43 53 61 20 57 42 37 4 73 81 5 95th Queue (ft) 67 75 88 . . _.., a 97 52 118 = 87 : 86 , 15 136"�" -158 ,; 22 LinD k istance (ft) 294 294 1918 1918 393 393 393 531 531 531 ,. Upstream B10ime Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time Queuing Penalty,(yeh) % %; 0=. One Logistics Park - Winchester SimTraffic Report Pennoni L Ii L 1 I � I � I Run 5 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB -EB - -EB- EB-.. - B78 B78 _ .-.B78 ._ WB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 444 450 569 409 627 602 851 289 412 440 235 355 Average Queue (ft) 435 444 520 199 519 390 225 90 305 373 234 159 95th Queue (ft) 461 477 642 324 774 774 739 200 436 478 240 248 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 21 61 29 9 6 1 19 Queuing Penalty (veh) 0 0 456 215 66 43 6 173 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 9 47 52 0 3 30 36 0 Queuing Penalty (veh) 38 205 315 0 3 221 178 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 538 547 546 300 143 150 448 350 Average Queue (ft) 192 346 289 66 121 105 183 50 95th Queue (ft) 360 517 495 206 169 205 409 250 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 0 3 1 Queuing Penalty (veh) 1 9 4 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 12 0 13 21 11 0 Queuing Penalty (veh) 10 0 44 70 51 1 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Movement WB WB NB SB Directions Served T T LTR LTR Maximum Queue (ft) 324 349 72 84 Average Queue (ft) 97 171 35 33 95th Queue (ft) 287 385 65 69 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 0 4 Storage Bay Dist (ft) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 One Logistics Park - Winchester Pennoni SimTraffic Report Run 5 Queuing and Blocking Report 2024 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 2024 No -Build PM 12/07/2020 Directions Served L T T R L T T R L TR LTR Maximum Queu" e (ft) , „ 83 165 .:. 156 "" 32. 66 °' 115 255 ... 10 " 206 89 >, 89 , Average Queue (ft) 18 51 61 4 12 27 65 1 82 27 41 95th.Queue (ft) " ," " �` 46 129" 137 ` 15 40 - 74 182 4_ 154 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream.Blk Time Queuing Penalty (veh) Storage Bay,Dist (fE) " " '" 370 270 1.000 , 500 Storage Blk Time (%) Queuing Penalty Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue jft) 95 94 118 158 45 186 205 . 223 38 ; 161 170" 26 Average Queue (ft) 47 37 52 51 16 56 49 34 7 75 73 3 95th Queue41 120 121 ,:-` 90 , 23 . 145 156` Link Distance (ft) 294 294 1918 1918 393 393 393 d „ 531 531 531 U stream Blk Time /° .t Queuing Penalty (veh) Storage Bay Dist (ft) 300_ e e, �... Storage Blk Time (%) 0 w, ,.. ..., . .. Queuing Penalty veh _UZE, Intersection: 51: Front Royal Pike & Costco Directions Served R Maximum Queue, ft 101 , Average Queue (ft) 4 95th Queue (ft) ,.. 34 ��w.. Link Distance (ft) 510 Upstream Blk Time Queuing Penalty (veh) Storage, Bay Dist (it) Storage Blk Time P Queuing penalty (veh) ,.,. One Logistics Park - Winchester SimTraffic Report I Pennoni Run 6 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB WB WB B78 B78 SB SB ' Directions Served T T L T T T T R R Maximum Queue (ft) 246 246 580 659 614 169 232 305 273 Average Queue (ft) 182 168 431 351 241 22 16 199 170 ' 95th Queue (ft) 270 252 694 802 569 97 95 291 256 Link Distance (ft) 212 212 587 587 460 460 944 Upstream Blk Time (%) 18 5 3 6 0 Queuing Penalty (veh) 117 34 0 55 3 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 5 6 ' Queuing Penalty (veh) 37 17 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike --_.. _ - - -- ovement --- - EB . EB.._. EB__ _- .-. EB..... -. _ --_ EB— _- -__ .._ B78.._.. . -_ ....... 678 678 _ WB - - -- WB - ---- WB WB -- - NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 448 450 532 440 602 588 788 289 433 424 235 311 Average Queue (ft) 423 432 469 173 379 235 119 81 366 409 235 169 95th Queue (ft) 484 494 692 317 798 631 523 228 462 426 235 278 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 1 0 19 0 49 365 0 0 15 113 1 8 5 35 6 51 35 318 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 13 36 46 0 12 45 49 Queuing Penalty (veh) 55 157 278 0 10 337 240 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike - - -- _--_ �Aovement . NB - __ NB __ _ -- NB - ----- NB ___._. SB _ -___..----------- SB - SB _-_--- -- - --- ___ � Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 554 334 575 537 550 519 300 183 147 82 148 24 78 32 95th Queue (ft) 632 608 609 389 125 71 69 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 4 26 13 Queuing Penalty (veh) 15 98 46 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) Queuing Penalty (veh) 64 51 1 2 1 3 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 6 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike ovement= > , l r:,WB Directions Served T T R LTR LTR Maximum Queue (ft) 363 370 340 94 64 Average Queue (ft) 203 343 24 34 30 95th Queue (ft) . 398 359 166 67 -59 Link Distance (ft) 335 335 335 278 396 Upstream�Blk Time;(%) """ 1 14 0 . Queuing Penalty (veh) 5 82 3 Storage Bay Dist(ft) Storage Blk Time Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovemerit : EB EB EI3 , WB > WB . ,�<,�� 'EB !NB ,WB B79 1 B NB �� , . x , ,, , . Directions Served L T T R L T T R T T L TR MazimumQueue (ft) 40 _ 169 191 9 799 1080 1133 8 86134 200 50 Average Queue (ft) 12 60 62 3 67 330 458 1 0 5 85 28 95th Queue 34 127 133 10= 373 844 941 4-� �� 0 ". 46 . 156 53 Link Distance (ft) 335 335 1038 1038 907 907 407 407 Upstream 131k Time:.(%).., .. ' 1 5 , Queuing Penalty (veh) 6 48 Storage Bay Dist (ft) o 370 -: 270 - 1000 500 Storage Blk Time (%) 1 24 Queuing Penalty (veh) �' �= '`, 0_ 4, .. ...� . " Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike w Directions Served LTR MaximumQueue(ft)=,..=.108 Average Queue (ft) 36 95th Queue�. 71 Link Distance (ft) 448 Upstream Blk Time(°I°) .. ...: Queuing Penalty (veh) Storage Bay"Dist Storage Blk Time (%) Queuing ,Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni r� 1 fl Run 7 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB WB WB NB B84 SB SB { ' Directions Served T T L T T R T R R Maximum Queue (ft) 255 262 465 231 276 448 251 276 272 Average Queue (ft) 240 192 212 63 93 31 9 165 139 95th Queue (ft) 269 290 339 152 195 218 86 259 239 Link Distance (ft) 212 212 587 587 371 1221 944 Upstream Blk Time (%) 51 15 2 Queuing Penalty (veh) 328 101 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB EB B78 B78 B78 WB WB WB WB Directions Served L L T T R T T T L T T R Maximum Queue (ft) 446 450 551 312 30 606 618 840 290 420 423 235 Average Queue (ft) 440 449 533 184 1 591 350 243 86 338 404 235 95th Queue (ft) 445 452 539 272 10 630 699 749 222 480 427 235 Link Distance (ft) 460 460 460 587 587 587 388 388 ' Upstream Blk Time (%) Queuing Penalty (veh) 0 0 17 0 69 513 38 285 0 2 8 60 5 45 30 275 Storage Bay Dist (ft) 450 450 290 235 Storage Blk Time (%) 18 51 57 0 9 38 46 Queuing Penalty (veh) 81 222 346 0 8 282 224 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB NB SB SB SB Directions Served L L T T R L T T Maximum Queue (ft) Average Queue (ft) 211 140 542 212 576 461 565 422 300 191 135 86 147 52 213 55 95th Queue (ft) 226 437 605 618 399 138 135 136 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 1 8 4 Queuing Penalty (veh) 4 30 17 Storage Bay Dist (ft) 375 300 150 150 Storage Blk Time (%) Queuing Penalty (veh) 37 29 1 2 0 0 2 7 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 7 2024 No -Build PM 12/07/2020 i+$" Directions Served T T R LTR LTR Maximum'Queue (ft) 368 ; ; 363 349 ,E71 Average Queue (ft) 174 307 12 37 31 95th Queue (ft) 412 420 119 63 60 ��� _� Link Distance (ft) 335 335 335 278„ _.e,_ 396� Upstream'Blk Time,(/6) 2 12 0 � Queuing Penalty (veh) 15 72 2 Storage Bay Disf (ftp , - d Storage Blk Time (%) 2 Queuing Penalty (veh) = 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike '�,.*`�/�"` / j'�r '" �1� i ✓ � mks � y a� � � ^�. "' �'^' / .,.'�. ,.� Directions Served L T T R L T T R L TR LTR Maximum Queue ft = (�),w 37 . ' 104 140 ; 31 r 658„ 1065 1071= 500,% 157 ` 67 ;' 89 Average Queue (ft) 11 47 54 4 50 408 475 89 73 28 35 95th Queue 100 1.14 15 298 „1028 1141, 405 125 ,: 52 ' 69 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream 131kTune (%). 0� 1 Queuing Penalty (veh) 1 10 Storage, Bay Dist (ft) 370 270 1000 Storage Blk Time (%) , 1 36 0 _.7 Queuin Penalt veh MOr Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R H. Maximum Queue,(ft) 140 , 95 137 133 ' 63 218 326 378 16 264 210> 53 Average Queue (ft) 49 38 64 54 16 79 86 84 6 83 84 6 95th Queue (ft) 107 71 121 99 41 „ 170 184; 184 18 175, 157 ., 25 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream 131k Time;(%) .,_ Queuing Penalty (veh) 0 Storage Bay Dist:(ft)t Storage Blk Time QueuingPenalty (veh) %. 1 One Logistics Park - Winchester SimTraffic Report I Pennoni ' Run 8 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection-. 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement 1. EB EB WB WB WB B78 B78 178 NB 1J84 SB SB ' Directions Served T T L T T T T R T R R Maximum Queue (ft) 250 248 580 658 632 478 468 365 395 38 382 362 Average Queue (ft) 181 193 572 626 359 249 241 49 14 1 218 190 95th Queue (ft) 268 275 597 812 699 511 505 228 135 13 328 298 Link Distance (ft) 212 212 587 587 460 460 460 371 1221 944 Upstream Blk Time (%) 17 13 28 48 1 4 3 1 Queuing Penally (veh) 110 83 0 438 9 25 16 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 38 46 Queuing Penalty (veh) 288 144 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike ovement EB EB EB EB B78 `B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 432 614 625 822 289 405 420 235 375 Average Queue (ft) 440 449 532 227 506 409 294 89 253 298 216 202 95th Queue (ft) 446 453 533 375 678 717 788 222 426 490 287 347 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 1 0 22 0 65 485 16 119 5 38 6 43 3 25 10 92 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 17 46 54 0 7 17 22 1 Queuing Penalty (veh) 73 202 332 0 6 123 107 3 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -,-_____... - - Movement NB NB NB NB SB SB Directions Served L T T R L T T R ' Maximum Queue (ft) Average Queue (ft) 556 412 588 544 579 539 300 220 146 118 149 80 368 113 350 12 95th Queue (ft) 677 567 564 409 172 187 298 120 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 11 40 23 Queuing Penalty (veh) 40 150 87 Storage Bay Dist (ft) 300 150 150 350 ' Storage Blk Time (%) Queuing Penalty (veh) 3 9 80 64 1 2 11 39 9 29 4 17 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Run 8 Queuing and Blocking Report 2024 No -Build PM Intersection:_ 31: Gas Station Driveway/Hotel Driveway & Millwood Pike _1_AI VVrem : x ffel •1/ 12/07/2020 T� oveme s Directions Served T T LTR LTR MaximumQueue`(ft)-. 336 368 92 47 Average Queue (ft) 34 95 30 �28 95th Queue (ft) 17,7 _ = Link Distance (ft) 335 335 278 396 Upstream3Ok Time (%) 0 Queuing Penalty (veh) 0 20 Storage�Bay Disf (fit),, _ a Storage Blk Time (%) 0 Queuing PerSalty Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike )yloyemenf EB EB, y UVB VtIB 'B79 NB SB�w , x „ r.s kr,N ` y Directions Served L T T R L T T T L TR LTR Maximum'Queue;(ft) 54 165 196 29,- 43 320 707 218,,. �. m 153, j 89: 90 - Average Queue (ft) 10 58 70 4 10 25 56 8 82 29 36 95th Queue (ft) 33 130 153 15 29 68 1 �0 75 129 ` 61'' 68 =. Link Distance (ft) 335 335 .�. 1038 1038 907 407 407 448 Upstream Blk Time -= Queuing Penalty (veh) Storage Bay,Dist 370„ . 270 1000 Storage Blk Time �_ Queuing Penalty. (veh) 0 ;t= Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue:(ft) 93 ' 139 113 184 44, ' 376 401 4321; 16 196 + 150 29 Average Queue (ft) 42 47 51 72 15 183 205 193 5 75 , 79 5 95th Queue (ft) Link Distance (ft) 80 93 91 141 294 294 1918 1918 38 345 393 360' 393 359, ,; 393 17 149 531 151 531 19 531 Upstream Blk Time Queuing Penalty (veh) a 0 0 1 5 „ Storage Bay Dist,( t) `- Storage Blk Time (%) = �..,, 300 2 150 " ;: 1 Queuing Penalty"(veh) ,d. .. .. ,�<� .� 0 0 One Logistics Park - Winchester SimTraffic Report I Pennoni Run Queuing and Blocking Report 2024N0-[}Uild PM 2024 No -Build PM 1207/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L T T T T R T R R ~~ Maximum Queue U0 247 248 680 877 857 478 477 351 483 202 242 216 Average Queue (U) 200 182 571 820 431 201 187 45 49 22 151 133 86thQueue UA 277 274 816 791 734 496 500 225 284 110 230 217 Link Distance (k) 212 212 587 687 460 480 460 271 1221 944 Upstream B|kTime MQ 22 13 18 41 1 4 4 8 Queuing Penalty (voh) 143 87 0 370 13 22 28 0 Storage Bay Dist UA 580 500 Storage B|kTime (96) 30 38 Queuing Penalty (veh) 227 117 Intersection: 30: Front Royal Pik /i 81 K][l Ramps & Millwood A/Mill d Pik Directions Served L L T T T T T L T T R L Maximum Queue (M) 445 450 632 444 820 695 840 280 428 422 235 261 Average Queue (k) 440 449 532 205 512 373 289 74 322 400 234 161 05\hQueue (ft) 448 461 634 301 778 755 845 190 490 410 238 237 Link Distance (h) 460 460 587 587 587 388 388 Upstream 8|kTime (Y6\ Queuing Panu|h(vah) 1 O 24 O 83 470 O U 10 141 4 28 12 OO 10 04 40 380 Storage Bay Dist UA 450 450 200 236 375 Storage B|kTime (Y6) 15 43 56 O 13 62 43 Queuing Penalty (veh) 86 189 335 U 11 388 213 Intersection: 30: Front Royal Pik /181 NB Ramps & Millwood Avenue/Millwood Pik — Direu|ioouSamad L T T R L T T Maximum Queue (A) Average Queue (k) 530 204 545 418 526 390 300 137 145 08 149 30 203 52 ~~ OS(hQueue (0) 382 577 557 342 139 118 124 Link Distance (A) 531 531 531 1008 Upstream B|kTime 0 1 O Queuing Pona|ty(waQ U 4 1 Storage Bay Dist U0 300 150 150 Storage B|kTime (Y6) Queuing Panu|ty(vah) 28 22 O 1 2 7 2 6 O 2 One Logistics Park Winchester SimTra#oRopod Queuing and Blocking Report 2024 No -Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 9 2024 No -Build PM 12/07/2020 Maverrien#.....�t�.. W/B WB„ t,F B SB _ >i ~ ,$.;Y.�., . /may/ ~ iiN.,'a\�1G's.;, . r.�.' l,b�i�) �i.?s Fay, ��f� > Directions Served T T R LTR LTR Maximum.Queue (ft) .; 371. 367 370 95 „- 64 , Average Queue (ft) 217 336 13 38 25 95th Queue (ft) `F 450 402 126 68 54 Link Distance (ft) 335 335 335 278 396 Upstream,BlkT(%)ime5 23 Queuing Penalty (veh) 30 132 6 „ Storage Bay,Dist (ft) Storage Blk Time (%) 5 Queuing Penalty (veh) : =0% Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike fo�rement ... $ ., �;f✓ „ ' WB3 EB � ,,�9 1N�« � ~,.8. 679,,: 87 Directions Served L T T R L T T R T T L TR Maximum:Queue (ft) 38 122 138 33 1,000 1109 1128 500 ,' 209 235 180 49 Average Queue (ft) 10 49 57 5 177 558 645 36 11 13� 87 23 95th Queue (ft) 24 1.12 122 21 782 1200 1228 248 ` 79k 92 ,15 �6 44 _ Link Distance (ft) 335 335 168 168 907 907 407 407 ~ Upstream Blk Time (%) 3: 4 �, Queuing Penalty (veh) 26 37 Storage Bay Dist°(ft) 370 % 270 1000„ 500, Storage Blk Time (%) 0 3 42 0 QueumgPenalty3(veh)30, 6 1 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue.(ft)= 113 <, ., Average Queue (ft) 38 95th Queue (ft) 78 r e , ��. Link Distance (ft) 448 , e. Upstream Blk Time;(°t°) Queuing Penalty (veh) Queuing Penalty„(veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 P Run 10 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB Wl3 WB B78 B78 SB SB ' Directions Served T T L T T T T R R Maximum Queue (ft) 250 265 579 635 570 56 25 399 342 Average Queue (ft) 234 222 332 130 114 2 1 211 176 1 95th Queue (ft) 259 285 541 402 274 19 9 310 279 Link Distance (ft) 212 212 587 587 460 460 944 Upstream Blk Time (%) 35 23 1 1 0 Queuing Penalty (veh) 225 147 0 7 0 ' Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 1 1 Queuing Penalty (veh) 10 2 Intersection: 30: Front Royal Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike ovement EB EB EB EB 678 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 444 450 532 336 605 603 827 289 420 423 235 240 Average Queue (ft) 440 449 532 175 594 338 171 73 329 405 235 168 9501 Queue (ft) 444 450 532 289 603 688 588 153 486 416 235 232 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 34 0 69 512 34 254 2 18 2 17 5 46 35 316 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 9 47 60 0 7 47 51 ' Queuing Penalty (veh) 40 207 365 0 6 349 253 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 530 195 534 386 531 335 300 74 139 92 147 46 219 55 95th Queue (ft) 344 511 487 226 147 126 139 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 1 0 Storage Bay Dist (ft) 300 150 150 ' Storage Blk Time (%) Queuing Penalty (veh) 0 1 9 7 0 1 0 1 4 13 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Run 10 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike ovement SB Directions Served T T R LTR LTR Maximum Queue (ft) 369 371 345 115 108 Average Queue (ft) 215 339 12 42 27 95th Queue (ft) 428 404 118 91 67 - Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (°l°) 2 19 0 Queuing Penalty (veh) 10 110 1 Storage Bay Dist (ft) Storage Blk Time (%) 2 Queuing Pe -salty (veh) 0' Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement Directions Served L T T R L T T R L TR LTR Maximum:Queue (ft} 40 104 119 10 1072 1078 500 155 50 �v 111 . Average Queue (ft) 10 52 55 4 61 590 673 89 80 19 39 95th Queue ft31- O 104 117 10 _ 303 1115 1169 405 135 Y 46 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream BlkTime;(%): 0 1 Queuing Penalty (veh) 3 8 Storage Ba st370 Di(ft 9, Y e_) w 270 1000 - 500' Storage Blk Time (%) 1 54 0 Queuing Penalty (veh} 0 8 2 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza MovementNB...', NB.,,, SB W. Directions Served LT R LT R L T T TR L T T R MaximumQueue (ft) 140 74 133 165 45 207 269 232� : 36 184-. 204 .. 28 Average Queue (ft) 46 38 66 61 19 76 66 59 9 71 77 4 95th Queue( 103 70 116 "�110 42 153 162 155 27. 135; ;. -157: 16 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream BIk Time (91. Queuing Penalty (veh) Storage Ba Dist ft �' Storage Blk Time (%) 0 Queuin Penalt ` Geh g Y ( ,).. 0: One Logistics Park - Winchester SimTraffic Report Pennoni 1 E Run 11 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB' EB WB WB WB B78 B78 B84 SB SB ' Directions Served T T L T T T T T R R Maximum Queue (ft) 269 266 579 658 628 384 309 56 369 371 Average Queue (ft) 219 214 431 273 164 34 12 2 240 211 95th Queue (ft) 274 282 664 718 391 154 81 19 353 326 Link Distance (ft) 212 212 587 587 460 460 1221 944 Upstream Blk Time (%) 26 15 3 7 0 Queuing Penalty (veh) 171 97 0 59 1 ' Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 5 6 ' Queuing Penalty (veh) 34 17 Front Royal e/1-81 NB Ramps & Millwood v_enuWeB/MillwW_Boo. d _3_0: _P_EiBk _EB--,-_ E-B__.__B7__8 _- 6-_7A8 _Pike rMIntersection: Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 369 613 624 804 289 410 437 235 333 Average Queue (ft) 440 449 529 192 531 393 277 109 318 392 234 181 95th Queue (ft) 446 452 553 296 796 784 813 268 458 464 241 287 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 2 0 21 0 63 467 24 175 2 16 8 63 4 39 28 254 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 15 36 49 0 10 37 43 ' Queuing Penalty (veh) 67 158 298 0 8 280 214 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB __-_NB _--------------_- SB - SB SB --- ----- _ Directions Served L T T R L T T ' Maximum Queue (ft) Average Queue (ft) 552 279 564 490 575 474 300 165 143 98 146 44 84 40 95th Queue (ft) 554 610 602 382 147 136 74 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 1 10 6 Queuing Penalty (veh) 6 37 22 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) Queuing Penalty (veh) 0 0 49 39 0 1 2 8 1 2 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 11 2024 No -Build PM 12/07/2020 Flo etrtent �<� � <,C/V �, UVB WBNB SBAx g Directions Served T T R LTR LTR Maximum Queue (ft) „ = 344 = 367 367 ; 107 ,106 Average Queue (ft) 135 265 26 33 26 95th Queue (ft) „359 437 181 72 , 68 r Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) , ,' 1 12" 1 Queuing Penalty (veh) 6 70 4 Storage Bay Disf (ft) = - Storage Blk Time (%) 1 Queuing.Penalty veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike vemef?t. % r, f %Eta „EB EBf , s 91 _1 B = WB NBA;,.. S Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 39 .139 143 31 43 523 648 10 154 - 69. 89 Average Queue (ft) 7 47 54 4 6 138 233 1 78 29 42 „ 23 105- 130 =- 15.. 26 394 CA", 5., 137 56' 77 Link Distance (ft) 335 335 1038 .; 1038 407 407 448 Upstream BIk Time Queuing Penalty (veh) Storage Bay Dist,(ft) 370 270 �000 ,. _w...A A ,., .. Storage Blk Time (%) 2 Queuing Penalty, (veh) Ot „% �.. .....low , e Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R _ o Maximum Queue (ft) ,. 96 75' 135 115 300- 405 396 430 16 129 : 135 30 Average Queue (ft) 45 41 65 53 22 90 86 80 3 68 69 10 95th Queue (ft) 83 ' 72 109 % .: 91 113 253 259„ 247 12 129 122 28 , Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 " 531 Upstr'j j"Ik Time (°lo) ..: ', „ ., , . , � 0 0 1 Queuing Penalty (veh) 0 2 2 Storage Bay,Dist (ft) ,300 „ _. 150 Storage Blk Time (%) 0 1 Queuing Penalty�(�eh). E P, I J One Logistics Park - Winchester SimTraffic Report I Pennoni Run 12 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement . EB EB WB WB WB 678 B78 B78 NB B84 SB SB, Directions Served T T L T T T T R T R R Maximum Queue (ft) 249 267 482 213 205 265 233 241 463 382 347 330 Average Queue (ft) 222 214 290 73 90 0 0 0 112 41 185 174 95th Queue (ft) 272 299 470 170 186 0 0 0 431 200 280 267 Link Distance (ft) 212 212 587 587 460 460 460 371 1221 944 Upstream Blk Time (%) 36 22 10 Queuing Penalty (veh) 233 143 0 ' Storage Bay Dist (ft) 580 500 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB ' EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 569 307 619 612 822 290 434 418 235 268 Average Queue (ft) 441 449 534 174 596 461 379 69 318 385 234 161 95th Queue (ft) 447 452 547 266 613 791 887 176 482 503 238 243 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 6 0 31 0 67 502 36 267 8 55 16 119 3 31 30 271 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 14 43 63 0 11 39 43 Queuing Penalty (veh) 63 190 385 0 9 294 213 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB Directions Served L T T R L T T R T Max Queue t) 397 126 1543 216 ' Averlmum age Queue (ft) 182 395 353 110 225 95th Queue (ft) 316 563 552 276 163 204 1172 501 102 Link Distance (ft) 531 531 531 1098 552 Upstream Blk Time (%) 0 2 1 9 ' Queuing Penalty (veh) 0 8 4 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) Queuing Penalty (veh) 18 14 0 1 31 102 38 128 45 206 2 3 One Logistics Park - Winchester SimTraffic Report Pennoni Run 12 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T LTR LTR Maximum Queue(ft) 335 367= 1.14 88 „. , �... Average Queue (ft) 179 286 43 33 95th Queue (ft) 379 441 86 72 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 0 5__ , ,.. Queuing Penalty (veh) 1 31 Storage Bay Dist,(ft) ' Storage Blk Time (%) 0 Queuing Penalty (Veh) ' - `0 „ , Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Ala menu, .� EB% EBB iN6 NB NB .W�,_. .�#TSB Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 62 120 120 10 43' 340 466 10 161: 107 67 Average Queue (ft) 95th Queue (ft) : ` 11 43 51 3 7 67 172 1 78 34 31 98 104 9 ,147 74 = 33 57 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Bfk Time (%) , Queuing Penalty (veh) Storage Bay Dist (ft) 370 ;; 270 1000 500 - . _ Storage Blk Time (%) Queuing` Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue,(ft) 132 54 201 Al114 44 125 148 84 16 271 ', 181 .... 28 Average Queue (ft) 52 38 60 57 15 58 48 33 5 81 85 5 95th Queue (ft) 100: 56 128 96 41 114 65 " , 171 : 168: 19 Link Distance (ft) „ ,.._�., .106 s „17 294 294 1918 1918 393 393 393 531 531 531 upstream•Blk Time Queuing Penalty (veh) IN - Storage Bay Dist (ft) " 300 `„ ; 150: Storage Blk Time (%) . „" , Queuing Penalty (veh) % '0 P j fl One Logistics Park - Winchester SimTraffic Report Pennoni Run 13 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB B78 B78 NB B84 SB SB } ' Directions Served T T L T T T T R T R R Maximum Queue (ft) 248 249 563 533 288 291 298 463 168 251 240 Average Queue (ft) 216 202 292 115 114 17 17 46 11 179 161 95th Queue (ft) 273 267 510 334 232 120 124 266 69 241 241 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 31 13 3 Queuing Penalty (veil) 206 88 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movemenf . _ � � � . _._ __-_ -- --_-,---- EB--E EB B_- _..___-_.. EB. _.._B_ . 78_--- _ 878- -- —B78WBr. _ _�B__.- - W13 Wt3 ...... NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 569 460 620 600 590 289 426 431 235 257 Average Queue (it) 440 449 520 186 496 279 105 80 273 354 230 157 95th Queue (ft) 447 454 620 345 810 694 413 189 460 503 257 222 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 3 0 21 0 60 452 0 0 28 211 4 32 0 1 2 21 21 193 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 16 48 48 0 4 30 33 Queuing Penalty (veh) 69 211 292 0 3 223 161 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike --- ment - - - - -- - ... _ - ------ Move _____NB ------- NB NB —_ ____ NB -- SB ---- ._...----- SB - - - - - - - SB Directions Served L T T R L T T ' Maximum Queue (ft) Average Queue (ft) 530 227 586 526 556 504 300 196 137 85 144 23 89 43 95th Queue (ft) 459 596 594 398 125 71 79 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 0 12 7 Queuing Penalty (veh) 1 46 27 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 59 1 0 0 ' Queuing Penalty (veh) 47 2 0 0 ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 13 2024 No -Build PM 12/07/2020 Directions Served T T T T LTR LTR Maximum Queue (ft) 30 30 `361 377, 158 86 ' Average Queue (ft) 1 1 101 198 45 31 95th Queue (ft) ;10 10 311 443 114 ' 60 Link Distance (ft) 388 388 335 335 278 „ 396 Upstream 131k Time (%) 0 Queuing Penalty (veh) 1 36 Storage Bay Dist ((t) Storage Blk Time (%) 0 Queuing Penaltyt(veh) r. Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike B NB �WI3 Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 59 162„ 150 32 40 388 "' 476 8 ,a 201 90, 115=' Average Queue (ft) 11 49 56 4 4� 90 163 1 77 29 36 95th Queue (ft) 38 115 116 17 ''10 .., 260 402 ; 4 133. 63 76 Link Distance (ft) 335 335 1038 1038 407 407 448 Up "stream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) = 370 n 270 1;000 :' 500 „ Storage Blk Time (%) Queuing ;Penalty (veh) =' Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 54 %72 113 j 165 45 ;310 300 272 - ' 149 158 170 29 Average Queue (ft) 41 „ 37 56 58 14 105 129 96 15 77 85 5 95th ,Queue (ft) e 62 61 106, 115s 36 215 252 207 61 133 ' 147 17; Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist�(ft) 300 . e50 Storage Blk Time (%) 1 0 0 Queuing Penalty (Ye h) 0".0 0 I 0 F, CAI h k One Logistics Park - Winchester SimTraffic Report I Pennoni Run 14 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB �WB.TWB _._.. ° r WB. B78 NB ... __. SB SB i ' Directions Served T T L T T T R R R Maximum Queue (ft) 264 260 481 413 368 262 408 349 278 Average Queue (ft) 210 203 306 86 122 1 15 208 162 ' 951h Queue (ft) 285 288 481 234 237 9 140 297 268 Link Distance (ft) 212 212 587 587 460 371 944 Upstream Blk Time (%) 29 13 1 Queuing Penalty (veh) 186 87 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 281 603 632 741 289 434 422 235 374 Average Queue (ft) 441 449 532 190 572 475 170 89 323 405 235 189 ' 95th Queue (ft) 446 450 532 275 653 684 547 214 497 421 235 331 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 5 35 68 24 1 1 3 37 ' Queuing Penalty (veh) 0 0 507 181 11 4 29 335 Storage Bay Dist (ft) 450 450 290 235 375. Storage Blk Time (%) 17 55 57 0 8 47 52 0 ' Queuing Penalty (veh) 75 240 350 0 7 352 255 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _e-- ----------- Movement NB NB NB ------ � NB SB SB __-_ SB _..___ Directions Served L T T R L T T ' Maximum Queue (ft) Average Queue (ft) 581 418 574 548 596 538 300 245 145 115 149 71 308 88 95th Queue (ft) 703 568 552 416 158 171 249 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) 12 43 29 ' Queuing Penalty (veh) 45 162 111 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 3 75 1 15 12 4 Queuing Penalty (veh) 8 60 3 50 40 17 I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 14 ' 2024 No -Build PM 12/07/2020 P, Ok' sc Directions Served T T T T R LTR LTR Maximum Queue (ft) 48 19 382 =367- 348 ;:158 ` 147 ,. Average Queue (ft) 2 1 189 347 12 51 36 95th Queue (ft) 17 t 6 :422 360 �, 119 � � 115 Link Distance (ft) 388 388 335 335 335 278 396 Upstream Blk Time 2 '. ' <:18. 1 Queuing Penalty (veh) 12 107 3 Storage Bay. Dist (ft) Storage Blk Time (%) 2 Queuing Penalty (veh), Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Moe em nt EB ` E i+l/ �;tK ,� ° NOBE �; NBA TSB ���� Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) „ 62 ' 137 198 9 , _ 746 = ..,.974. 1008! " 50'_ 159 85= 154 Average Queue (ft) 12 69 79 2 79 492 598 71 80 31 51 95th Queue (ft) 34 ,133 148 9 400 `905 955 = :358 136: >58 OCIM Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream- BlkTime�(%) Queuing Penalty (veh) z Storage Bay Disf (ft) 370 27Q 1000 500` Storage Blk Time 32 0 Queuing Penalty (veh)., 5 . Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue4(ft) , , 97 95 135 3,18 299 421 ; 429 433 149 184 115' 27 Average Queue (ft) 51 41 63 86 56 322 330 347 11 84 74 6 95th Queue (ft) 94 70 102 211 217 543 540 577 57 144 123f' 19 ��,,� Link Distance (ft) 294 294 , , 1918 1918 393 393 393 531 _ 531 531 UpstreamBlk Time,(%),' 23 28 66 Queuing Penalty (veh) 94 112 . 264 Storage Bay Dist.(ft) 300'; ., �. ... ,' = =, . "1,50 Storage Blk Time (%) 0 37 0 0 Queuing=Penaltveh) �, %, 0 8 e _ , .. " ,. One Logistics Park - Winchester SimTraffic Report Pennoni L r Ij ' Run 15 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ---__.-._-.-__._.---.__-___._.___.._...-----..-__-a___.__.__-.__..__ ovement EB EB ............._ EB -.._.._._.__.._.-,__.....-__..._-. EB B78. 678 _-._.._.____._._...__..._._.,_-.-.__--._-_-_.--_----.__.... 678 WB WB WB WB _.... NB ' Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 455 621 625 852 289 418 426 235 288 Average Queue (ft) 441 449 532 196 559 364 229 63 278 361 226 177 ' 95th Queue (ft) 447 450 532 349 682 650 713 149 456 517 269 265 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 1 26 66 0 27 3 7 3 23 Queuing Penalty (veh) 0 0 496 0 201 23 50 25 203 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 22 51 53 0 5 30 37 ' Queuing Penalty (veh) 94 221 323 0 4 227 183 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -.--_.-_.-._._. _ .__..._..__.-___.__.___----------.---._._----_------_-,- Movement NB NB NB .. _.._.....--_. - NB -, SB_ .. SB SB Directions Served L T T R L T T Maximum Queue (ft) 543 568 531 300 139 144 245 Average Queue (ft) 228 404 367 110 88 32 54 ' 95th Queue (ft) 437 564 537 308 132 101 150 Link Distance (ft) 531 531 531 1098 ' Upstream Blk Time (%) Queuing Penalty (veh) 0 1 1 4 0 2 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 0 15 0 2 4 0 ' Queuing Penalty (veh) 1 12 1 6 12 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ovement WB WB NB SB Directions Served T T LTR LTR ' Maximum Queue (ft) Average Queue (ft) 381 128 370 237 94 29 128 34 95th Queue (ft) 368 484 69 77 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 2 8 ' Queuing Penalty (veh) 13 45 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 2 0 L ' One Logistics Park - Winchester SimTraffic Report Pennoni 7 Run 15 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike N8 _NB Directions Served L T T R L T T R L TR LTR Maximum,Queue (ft)„ 39, 124, 136 - 30 ; 813 -M 911 500' 197 Average Queue (ft) 10 63 66 4 6 115 219 19 89 26 31 95th Queue (ft)� ;� 28 125, 129 .� 14 23 425 p, 619 171..-._ 152 Link Distance (ft) 335 335 1038 1038 407 407 448 Queuing Penalty (veh) Storage Bay Dist (ft) 37>0 270 1000 = 500 Storage Blk Time (%) - 9 0 Queuing Penalty (veh) ;` % 1 0 '� Intersection: 50: Front Roval Pike & Travelodge Ln/Delco Plaza oyement'_ E EB V1�BWB ' NB _ NBf NB SSB SB Directions Served LT R LT R L T T TR L T T R Maximum jQueue (ft) 74 74 158 115' 66 261 190 293 38 98 41 48 Average Queue (ft) 38 42 81 56 15 72 69 63 7 55 67 6 95th Queue (ft) 72 70 143 95 44 169 150 y162 23 95 : 128 25 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) . „ Ali Queuing Penalty (veh) . Storage,Bay Disf {ft)," 300 %" Storage Blk Time (%) Queuing Penalty Intersection: 51: Front Roval Pike & Costco Directions Served T Maximum Queue (ft) 5321, Average Queue (ft) 2 95th Queue ft ° . 18 Link Distance (ft) 393 Upstream t31k Time {°I°) a Queuing Penalty (veh) , . . , ,.. ,,. Storage Storage Blk Time (%) Queu Penalfyjveh One Logistics Park - Winchester SimTraffic Report Pennoni n Run 16 Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Move- ment EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 556 318 618 626 756 290 426 460 235 266 Average Queue (ft) 440 448 533 168 528 323 164 90 353 409 235 164 ' 95th Queue (ft) 450 454 540 279 771 726 549 251 463 433 235 239 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 3 19 63 29 2 1 6 35 Queuing Penalty (veh) 0 0 468 219 15 9 56 313 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 14 43 55 0 14 46 46 ' Queuing Penalty (veh) 61 187 333 1 12 346 227 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �1oyement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) 577 567 588 300 145 149 229 Average Queue (ft) 336 536 524 195 97 48 59 ' 95th Queue (ft) 636 576 583 398 148 139 158 Link Distance (ft) 531 531 531 1098 ' Upstream Blk Time (%) Queuing Penalty (veh) 2 8 18 66 12 42 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 0 68 1 3 2 1 ' Queuing Penalty (veh) 0 54 2 11 8 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike �Novement WB WB NB SB Directions Served T T LTR LTR Maximum Queue (ft) Average Queue (ft) 342 182 365 306 72 36 126 40 95th Queue (ft) 392 435 64 98 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 0 9 Queuing Penalty (veh) 2 52 Storage Bay Dist (ft) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 I ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 16 , 2024 No -Build PM 12/07/2020 Directions Served L T T R L T T L TR LTR Maximum Queue (ft) , 86 125 138 32 41; 310 445 188 70 , ' 69 Average Queue (ft) 17 56 59 3 12 87 184 89 25 31 95th Queue (ft) 54 , 117 122, ; .:, ,14 ' 29, 224 383" ; 16649 67 , Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh)� Storage Bay Distt(ff) 370 270000 Storage Blk Time (%) Queuing,Penalty (""veh)`" Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza omenf DEB EB WB�SB.SBMEMSBSB ,,� , Directions Served LT R LT R L T T TR L T T R Maximum;Queue (ft) ;., 95 109 155 139 66 404 405 43338 1b0 -; 142 48 Average Queue (ft) 43 41 52 63 18 116 150 130 7 65 57 8 95th Queue (ft) „ 81 -77 , 103 - 112 45 = 275 331 ' 335 23 ' 136 118 ;29 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream:Blk Time (°I°) Queuing Penalty (veh) 2 3 17 Storage BayDist(ft) 300 r150., Storage Blk Time (%) .., 1 0 Queuing Penalty (veh), = Intersection: 51: Front Royal Pike & Costco Directions Served R T T TR T MaximumQueue (ft) ,. ,- 11050 94 92 '.142 _ems Average Queue (ft) 7 2 3 3 12 95tti QuJff eue (ft) ,' ,,. 51 1.7 32 =,32. 71 , ,' �o Link Distance (ft) 510 252 252 252 393 UpstreamBlkTime(%) / ; �/ Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ,.. Queuing Penalty (veh) F u 1 I One Logistics Park - Winchester SimTraffic Report I Pennoni ' Average of All Runs SimTraffic Performance Report 2024 No -Build AM 2024 No -Build AM 12/08/2020 8: Apple Blossom Dr & Jubal Early Drive Performance by movement ovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 3.0 0.3 0.2 0.0 0.0 0.0 3.3 0.1 0.1 1.0 0.2 0.2 Total DelNeh (s) 24.4 15.2 10.3 19.2 17.1 7.6 57.2 63.7 10.3 41.9 32.7 13.1 8: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement All Denied Del/Veh (s) 0.3 Total DelNeh (s) 19.0 9 Frontage Rd & Millwood Avenue Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 4.1 0.1 0.1 Total DelNeh (s) 86.8 20.7 14.4 23.3 7.4 6.8 57.0 59.3 14.3 26.2 13.9 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement -----6 -- - --- ____ _ -- - _--_ __ Movement EBT_ _- ___ EBR WBL WBT NBR SBR All � Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 1.7 0.2 ' Total DelNeh (s) 8.2 1.8 40.2 10.1 0.9 27.9 10.4 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement A--EBL -- -- -_E -_.BT-.._.__.-...E BR WBL WBT WBR NBL NBT NBR SBL __ - SBT _ SBR Denied DelNeh (s) 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 37.1 31.6 5.7 67.3 25.9 6.9 40.1 70.5 24.3 82.5 65.1 9.4 ' 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement _--- ---.,.- -------m-.ent o ve .--- --.A _ _ ll _- ------------ - --- - -._._ �. _.._- - - - -- -- -- - - - - -- - ---- --- ) ' Denied DelNeh (s) 0.0 Total DelNeh (s) 31.1 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement ovement EBT WBT NBL NBR SBL SBR All l Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.1 0.1 0.0 ' Total DelNeh (s) 3.3 1.0 56.0 29.5 34.7 12.6 3.5 ' 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR _ S Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 Total Del/Veh (s) 10.1 1.4 0.6 15.0 2.0 1.1 63.6 21.1 5 One Logistics Park - Winchester Pennoni BL SBT SBR AID 0.1 0.1 0.1 0.0 8.0 70.3 12.5 2.4 SimTraffic Report SimTraffic Performance Report 2024 No -Build AM Average of All Runs 2024 No -Build AM 12/08/2020 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Io`vemenf „y ...EBL R WBL L1.INBT NBL,: NBT NB,R. Si3lSBTSBf =_ . .,yUSR Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 35:0 46:5 10 3 33 6 26 0 8 0 ; . 34.3. 4.2 2.6° 55,6 ', 9.7 65 50: Front Roval Pike & Travelodge Ln/Delco Plaza Performance by movement A2,N.<33. 0- Denied Del/Veh (s) 0.0 Total DellVeh (s) 7.8 51: Front Royal Pike & Costco Performance by movement ''�� Mov WBR NBR SBT 1 j meat, Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 Total"Del/Veh (s) 1:5 .6 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement o me ent - M Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) -- 355 112 31, 3 29 35 8 301 5 8 : ', ..3.9 315 3:0'`," 1.7 65 70.- Prince Frederick Dr & Costello Dr Performance by movement s o BI „BBT', µ% ��� Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DeWeh,(s) 04 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total Del/Veh 80: Coverstone Dr & Prince Frederick Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Tota(DellVeh (s)'' 0.4 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0 Total Del/Veh (s) 0,6 0.7 r 6 I 1 I �-I One Logistics Park - Winchester SimTraffic Report I Pennoni Average of All Runs SimTraffic Performance Report 2024 No -Build AM 2024 No -Build AM 12/08/2020 ' 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement EBU EBL EBT EBR WBU WBL WBT NBL NBT NBR SBL SB Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 19.1 18.8 10.1 4.8 23.3 38.1 9.7 66.3 67.9 17.0 61.0 57.0 1 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement SBR All Denied Del/Veh (s) 0.0 0.0 Total DelNeh (s) 16.5 12.9 100: Millwood Pike & Inverlee Wy Performance by movement Movement EBL EBT WBT WBR SBL SBR All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.2 0.2 0.0 Total DelNeh (s) 5.6 1.7 5.9 5.7 35.8 14.6 4.0 110: Millwood Pike & Sulphur Springs Rd Performance by movement - - - - -- -----_ -.--------------------R- - - --- - -- --- - --- - -- - - - - - �. -- - Movement WBL WBR -NBU NB NBR SBL SBT-All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 34.9 5.9 35.6 19.8 3.9 53.8 15.7 18.9 180: Sheriff's Office (East Entr) & Coverstone Dr Performance by movement ovement EBT EBR WBL WBT NBL NBR All Denied DelNeh (s) 0.1 3.2 4.3 0.1 0.1 0.1 0.5 Total DelNeh (s) 0.1 0.5 2.4 0.1 5.2 1.9 0.4 ' Total Network Performance Denied Del/Veh (s) 0.7 Total DelNeh (s) 70.3 ' One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2024 No -Build AM 8: Apple Blossom Dr & Jubal Early Drive Performance by approach Average of All Runs 2024 No -Build AM 12/08/2020 Denied Del/Veh (s) 0.6 0.0 0.3 1.0 0.3 Total DelVeh (s) 16:2 132 29 8 ` 40 4 19.0 9: Frontage Rd & Millwood Avenue Performance by aooroach mmj� . Denied Del/Veh (s) 0.0 0.0 3.6 0.1 0.1 Total DellVeh 262 13.9, 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach €ter -�- �IN ^rr°rR ---.,. Approach�� WB1B Denied Del/Veh (s) 0.0 0.0 0.0 1.7 0.2 Total Del/Veh (s): _ ., . 7,3 1A35 0 9 =27 9 10.4 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach � �� � � Approach � � EB �; WB BNB f �� �� �,SB�i �All� � � � , mom - Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total DelNeh (s) 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach t - y oath �� _ � ,EB � � � B SB � �� � � ,� � �� �� _� � � � � Apt, ���, r,%����f�, ,���,,,y?� ,. .� � �,.,���t,: �� ��..�� ��y ,, Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0 Total DelNeh s 3 3 10 „42 0 23 5 3 5 ''. .. 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by aooroach Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0 Total Del%Veh`(s); 1. 2.0 4 M. 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach �. �WR P roachB pp �� Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 Total DelNeh` (s)10.5 51: Front Royal Pike & Costco Performance by approach Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DellVeh (s) 1.5 1.6 13 14„ One Logistics Park - Winchester SirnTraffic Report Pennoni H_ I I SimTraffic Performance Report 2024 No -Build AM 60: Route 522 & Hotel Entrance/Costello Dr Performance by approach Average of All Runs 2024 No -Build AM 12/08/2020 ApproachDenied 7- -E--B­ -,--,----N-B ------ t Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total DelNeh (s) 27.0 24.2 5.6 4.8 6.5 70: Prince Frederick Dr & Costello Dr Performance by approach NB SB All ............. Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 2.5 0.6 1.2 1.7 771 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach PPProach WB. NB SB. All 7- Denied DelNeh (s) 0.1 0.0 0.0 0.0 Total DelNeh (s) 2.9 0.2 1.6 1.5 80: Coverstone Dr & Prince Frederick Dr Performance by approach Vp _Fo aGT 7 W-C7=­Sl§'-­Kjj ------- Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 0.3 3.9 3.0 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach Approach EB,, WB NB All Denied DelNeh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.6 0.0 3.8 0.6 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach Approach7, Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 10.3 11.7 51.0 30.1 12.9 100: Millwood Pike & Inverlee Wy Performance by approach EB­ WB: SB, � All Denied DelNeh (s) 0.0 0.0 0.2 0.0 Total DelNeh (s) 1.7 5.9 20.6 4.0 110: Millwood Pike & Sulphur Springs Rd Performance by approach ApproachVVD. 1140 00 All Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 24.5 18.0 17.6 18.9 One Logistics Park - Winchester SirnTraffic Report Pennoni I Queuing and Blocking Report 2024 No -Build AM Intersection: 8: Apple Blossom Dr & Jubal Early Drive Average of All Runs 2024 No -Build AM 12/08/2020 Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 105 23,2 232 91 272 293 20 58 44 289 342 83 Average Queue (ft) 46 112 110 38 146 167 1 10 9 150 203 29 95th Queu9 (ft) . 8,"195 201 , 73 238 264 '10 38 29: 261 302( 67 Link Distance (ft) 642 642 900 900 692 692 519 519 Upstream Blk Time3(%)� "� Queuing Penalty (veh) Storage Bay Dist (ft)f 275 450 200 350 Storage Blk Time (%) �0 0 �.0.. Queuing Penalty (veh)- '0 Intersection: 9: Frontaae Rd & Millwood Avenue Directions Served L T T R L T TR LT R R Maximum Queue (ft) z, „67 379 " 407 :. 24 M .:=" 88 .= " 87 48 . 96 55 Average Queue (ft) 19 169 195 1 57 17 18 10 41 18 95th Queue (ft) 51 306 343 ' 11 57 59 Link Distance (ft) �900 900 ,111 212 212 809 332 UpstrearYf_B ime.{%o)'. �= ".,, .. 0, Queuing Penalty (veh) 0 Stora e Ba Dist° fk 180 Storage Blk Time (%) 1 27 _50 39 0 0 0 Queuing Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L T T T T T R R Maximum Queue (ft) 128 140 236 305 353. 87 166 40 14 288 271' Average Queue (ft) 51 64 114 124 170 4 8 1 0 166 158 95th Queue {ft) :" . ... ,=: „108 121 200 248 , 304 52 81 26 19 Link Distance (ft) 212 212 587 587 460 460 460 1221 944 Upstream Blk Time (%) d v `x Queuing Penalty (veh) �.. Storage 580 _ � Storage Blk Time Queuing Penalty (Vehj ,.31 .y, . - ,... . F� Ci J One Logistics Park - Winchester SimTraffic Report I Pennoni ' Average of All Runs Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/08/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB _„878 B78 B78 WB WB WB WB NB ' Directions Served L L T T T T T L T T R L Maximum Queue (ft) 206 321 458 466 66 164 82 188 237 251 207 200 Average Queue (ft) 114 77 258 269 4 9 4 83 116 123 55 104 ' 95th Queue (ft) 182 218 416 426 52 102 77 164 195 206 131 173 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 1 1 0 0 Queuing Penalty (veh) 0 5 8 0 0 ' Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 1 0 0 0 0 ' Queuing Penalty (veh) 0 2 0 0 1 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike oyement _.._._ NB _ NB _ ,_. .. ..NB .. - .. ..NB_ ..._.. _._. SB SB SB SB . B28 Directions Served L T T R L T T R T Maximum Queue (ft) 241 359 328 162 145 150 774 350 52 Average Queue (ft) 119 206 161 62 132 114 276 87 4 95th Queue (ft) 198 320 277 124 158 206 723 336 62 Link Distance (ft) 531 531 531 1095 478 ' Upstream Blk Time (%) Queuing Penalty (veh) 0 0 0 0 0 0 1 0 0 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 0 14 17 9 1 Queuing Penalty (veh) 0 0 74 89 77 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB NB SB 1 Directions Served T LTR LTR ' Maximum Queue (ft) Average Queue (ft) 2 0 106 37 70 22 95th Queue (ft) 4 81 51 Link Distance (ft) 335 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) ' Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build AM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Average of All Runs ' 2024 No -Build AM 12/08/2020 Directions Served L T T R L T T R L TR LTR Maximum Queue, (ft) 51,: 84 103 2 12 75 Average Queue (ft) 7 12 20 0 1 9 15 0 19 9 26 956Queiae (ft) �. 30 , 4Z ' 67 1 7;: 40 6,3 2' 54 `` 34 "'67 Link Distance (ft) 335 335 1038 1038 407 407 448 Queuing Penalty (veh) Storage Bay Dist (ft) :: 30 270 1000 Storage Blk Time (%) Queuing Penalty�(veh) _...,. Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza ovement�� B 1N6 U B NB B NB, �1t3 TSB�S$ SB SB, DEB / Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 52 82 `; . 52 91 44 143 132 123 = 31 135 152 36 Average Queue (ft) 15 40 13 44 12 27 26 23 5 31 45 5 95th Queue (ft)„ �, ` =42 69 `3 75 -. 34 89 83 77 20 ' =`: 93 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Mk Queuing Penalty (veh) Storage Bay Dist Storage Blk Time (%) � 0 0 Queuing Penalty (veh) iv Intersection: 51: Front Roval Pike & Costco MOvGm��"%��% �,. ifa.m��#��'�"'.�� �`.!.,`.��\�kk*.+�G. ��sM .k �c�Y�� y �� .. :: "Vr �za �� � ` �a�ir �✓'�.*'4�e`4� Directions Served TR T Maximum Queue"(ft) 1 /i Average Queue (ft) 00 .,- 95th Queue (ft) / 1 2 _ Link Distance (ft) 252 393 Upstream Blk Time (%) Queuing Penalty (veh) StorageaBay Dtst (ft) .,;: = �� Storage Blk Time (%) Qugumg Penalty (veh) J d One Logistics Park - Winchester SimTraffic Report I Pennoni Li I Average of All Runs Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/08/2020 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement EB EB WB WB WB NB NB NB NB... SB SB ' SB Directions Served LT R L LT R L T T TR L T TR Maximum Queue (ft) 48 33 63 89 55 12 119 143 165 99 141 159 Average Queue (ft) 11 6 11 37 18 1 47 50 64 32 43 45 95th Queue (ft) 37 26 40 71 46 7 98 109 131 74 114 116 Link Distance (ft) 416 416 1340 1340 990 990 990 252 252 Upstream Blk Time (%) 0 0 Queuing Penally (veh) 0 0 Storage Bay Dist (ft) 120 100 195 Storage Blk Time (%) 0 0 1 0 Queuing Penalty (veh) 0 0 0 0 Intersection: 70: Prince Frederick Dr & Costello Dr . o___vem-__e-n...t-.__...-_.._...._.--.---_B EB EB NB --__._.__._.-__._..----------....,------__._.___...__.__.._...__..___.__._.__._._.._,_.__-- , S- Directions Served L R LT TR Maximum Queue (ft) 66 40 20 2 Average Queue (ft) 25 18 1 0 95th Queue (ft) 55 40 13 2 Link Distance (ft) 1590 157 980 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 71: Prince Frederick Dr & Army Corp of Engrs Entr ovement WB SB � Directions Served LR LT Maximum Queue (ft) 49 32 Average Queue (ft) 7 2 95th Queue (ft) 31 15 Link Distance (ft) 908 157 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2024 No -Build AM 2024 No -Build AM 12/08/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 173 306 309 184 905 217 238 108 59 137 120 Average Queue (ft) 54 145 158 34 35 68 77 34 13 54 50 95th Queue (ft) 117 263 271 123 80 157 172 83 i 40 .. 107 95 Link Distance (ft) 907 907 814 814 424 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 0 1 4 0 0 0 Queuing Penalty (veh) 0 1 4 1-;0 `. 0 Intersection: 100: Millwood Pike & Inverlee W Movement;; . .. <;, , ..EB ,. "..x WB, Directions Served L R LR Maximum Queue (ft) 31 1 150 Average Queue (ft) 5 0 53 95th,Queue (ft) 22 1 114 Link Distance (ft) 1206 Upstream Blk Time ,. Queuing Penalty (veh) Storage Bay Dist (ft) , 330 300 Storage Blk Time (%) Queuing; Penalty (veh) Intersection: 110: Millwood Pike & SulDhur Springs Rd Directions Served L R UT T R L T T Maximum Queue (ft) ,295 117 187 195 , �. 72 .. 169 338 349 Average Queue (ft) 158 42 99 100 24 70 134 142 95th Queue (ft) - "�258 88 165 173 �5 40 282 290 . Link Distance (ft) 508 694 694 2542 2542 Upstream Blk Time Queuing Penalty (veh) Storage BayDist(ft) 450".�e -290, 430 Storage Blk Time (%) 0 0ueuing<Penalty (veh) 0 .' C� F One Logistics Park - Winchester SimTraffic Report I Pennon! "Projectrmation Analyst Pennoni Date 11/24/2020 Agency VDOT Analysis Year 2020 No -Build Jurisdiction Frederick Co, VA Time Period Analyzed AM Peak Hour Project Description One Logistics Park - Winchester Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NWT), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 715 693 370 302 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 6.00 5.00 11.00 11.00 Heavy Vehicle Adjustment Factor (fHv) 0.929 0.939 0.892 0.901 Flow Rate (vi), pc/h 837 802 451 364 Weaving Flow Rate (vw), pc/h 1166 Freeway Max Capacity (cIFL), pc/h/In 2200 Non -Weaving Flow Rate (vNW), pc/h 1288 Density -Based Capacity (OWL), pc/h/In 1678 Total Flow Rate (v), pc/h 2454 Demand Flow -Based Capacity (clw), pc/h 5053 Volume Ratio (VR) 0.475 Weaving Segment Capacity (cw), veh/h 4638 Minimum Lane Change Rate (LCMIN), Ic/h 1166 Adjusted Weaving Area Capacity, pc/h 5034 Maximum Weaving Length (LMAX), ft 7536 Volume -to -Capacity Ratio (v/c) 0.49 Speed and Density Non Weaving Vehicle Index (INW) 0 Average Weaving Speed (Sw),mi/h 37.0 Non -Weaving Lane Change Rate (LCNW), Ic/h 75 Average Non -Weaving Speed (SNW), mi/h 32.7 Weaving Lane Change Rate (LCW), Ic/h 1238 Average Speed (S), mi/h 34.6 Weaving Lane Change Rate (LCAII), Ic/h 1313 Density (D), pc/mi/In 23.6 Weaving Intensity Factor (W) 0.365 Level of Service (LOS) B Copyright © 2020 University of Florida. All Rights Reserved. HCSM Freeways Version 7.6 Generated: 11/24/2020 09:10:22 1 2024 No -Build AM.xuf SimTraffic Performance Report 2024 No -Build PM 8: ADDle Blossom Dr & Jubal Early Drive Performance by movement Average of All Runs 2024 No -Build PM 12/08/2020 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ' Denied Del/Veh (s) 0.2 0.2 0.2 0.0 0.0 0.0 3.7 0.2 0.2 3.7 3.2 3.9 Total Del/Veh (s) 201.8 248.4 269.3 25.4 17.1 6.7 30.0 30.4 13.5 207.5 33.7 29.9 ' 8: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement All _ Denied Del/Veh (s) 0.8 ' Total Del/Veh (s) 112.5 ' 9: Frontage Rd & Millwood Avenue Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL Denied DelNeh (s) 0.5 0.8 0.0 0.0 0.0 0.0 93.5 Total DelNeh (s) 186.4 109.0 106.8 35.2 8.7 3.8 177.G 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue P .- e - -- _ - -EBR__-_ ___--_ BL __--WB-T-----__NB,R -SBR -----__-.. - A --- Movement EBT W Denied DelNeh (s) 0.0 0.0 5.1 2.7 0.0 1.5 1. ' Total DelNeh (s) 25.8 2.1 141.3 9.5 1.9 43.5 24. 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millw____EBT o ----- _ --__------____WBL---- WBT __ -WBR -- NBL .- Movement EBL, EBR-- Denied DelNeh (s) 24.2 16.6 47.9 0.1 0.2 0.9 0.5 Total DelNeh (s) 251.8 22.4 6.1 51.6 37.3 55.5 50.7 ' 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwo ' Movement All Denied DelNeh (s) 11.7 Total DelNeh (s) 68.7 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Perf Movement EBT WBT NBL NBR SBL SBR A ' Denied DelNeh (s) 0.0 0.1 0.2 0.1 0.1 0.1 0. Total DelNeh (s) 2.5 19.8 56.7 24.0 56.1 34.1 14. 3 3 NBT NBR SBL SBR All 229.1 91.9 0.1 0.1 7.6 251.7 257.2 208.5 33.9 71.1 rformance by movement F One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs SimTraffic Performance Report 2024 No -Build PM 2024 No -Build PM 12/08/2020 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement MMWMxW75iRW Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.1 0.1 Total Dell 8.3 '3 , .9,,- 27.8, 12.6,56.1 51.0; 74 12.9 61A6fM­ 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement IYIQWPin12(lta�� ,litMAKE Denied Del/Veh (s) 0.0 ---- -- ---- _5? Totaf bd]iVe'h' 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement ,10 N NORM- It. _,R � _g Denied Del/Veh (s) 0.1 0.2 0.2 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total De!/V S) 33.6 37.` 441.9, 41.9 25:0' 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement moej71et�Ali ;7'assins- � MR I I W� 00 Denied Del/Veh (s) 0.0 d o-ta, b_6_1_/Ve,h- ,_,_ e. 51: Front Royal Pike & Costco Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 ... ....... Total b e' J V W­w "s) -53 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement NOW= ORK-W-1UVBL - : Denied Del/Veh (s) 0.1 0.3 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DeUVeh s, 6 ,,,, 1,1.8 '37,516. 1 120 ,2 14 70: Prince Frederick Dr & Costello Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total 0 4Veh 2. 6,, _�,2.1 BMW 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.1 Total DeIV ­b.', X0.4 21, ­ , 1, ­_1 1 1j t I I I I H I I I I I I I I I I One Logistics Park - Winchester SirnTraffic Report Pennoni I C Average of All Runs SimTraffic Performance Report 2024 No -Build PM 2024 No -Build PM 12/08/2020 ' 80: Coverstone Dr & Prince Frederick Dr Performance by movement o-_-.__vement---_..___--_____-----..__ .. -W.___-_..__._.____BR BT - ___---- W SBL..-..-- ___All... ... _._.__. '� Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 0.1 0.4 3.5 0.9 ' 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement ovement EBT EBR WBT NBL All Denied DelNeh (s) 0.0 0.5 0.0 0.1 0.1 Total DelNeh (s) 0.5 0.6 0.6 3.8 1.9 ' 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Total DelNeh (s) 50.3 49.4 7.8 2.9 20.6 23.9 21.9 20.4 100.4 85.4 9.4 82.7 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement ovement SBT SBR All Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 76.4 30.3 22.6 100: Millwood Pike & Inverlee Wy Performance by movement -W---,BR*-------,-S,B,-L ---_-- ovement EBL EBT WBT SBL SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) 24.7 0.9 11.8 12.6 50.4 22.7 8.9 ' 110: Millwood Pike & Sulphur Springs Rd Performance by movement _--------- - - --- --- -------- --- - ------ - - - -- - --- - __ _ - - -- - -- ---- I ' ovement WBL WBR NBT NBR SBU SBL SBT All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 32.4 14.6 121.0 83.4 36.6 39.3 10.0 73.6 180: Sheriff's Office (East Entr) & Coverstone Dr Performance by movement ovement EBR NBL All ' Denied DelNeh (s) 0.0 0.1 0.1 Total DelNeh (s) 0.0 3.7 2.9 Total Network Performance --.-------.______-___ Denied Del/Veh (s) 11.6 ' Total Del/Veh (s) 279.9 One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs , SimTraffic Performance Report 2024 No -Build PM 2024 No -Build PM 12/08/2020 8: Apple Blossom Dr & Jubal Early Drive Performance by approach ' Denied Del/Veh (s)» 0.2 0.0 0.5 3.7 0.8 , » Total DelNeh (s) 247;1 14.0 ;20.0.174.9 112.5' i 9: Frontage Rd & Millwood Avenue Performance by approach ' Denied Del/Veh (s) �0.8 0.0 92.4 0.1 7.6 Total Deli�leh (s) ; 109:8 1�1' 1 2M.'9 - 121.2 71.1 „» 10 181 SB On Ramp/I 81 SB Off Ramp & Millwood Avenue Performance by approach ' Denied Del/Veh (s) 0.0 3.1 0.0 1.5 1.3 total DelNeh s 20 8 32.0 1 9 : 43.5 24 3 O 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach 17p1oaah /DEB 1N6 NBWWW Denied Del/Veh (s) 29.4 0.5 0.8 0.0 11.7 Total Del/Veh (s)„76.7�1„ 45 �3 , ° 99 8 31: Gas Station Driveway/Hotel Driveway& Millwood Pike Performance b approach Y pp Denied Del/Veh (s) 0.0 0.1 0.1 0.1 0.1 Total DelNeh (s), 2 5 19;8 '-40 0 4521:14 0 ; . »» ; . . .» :..,... ,. . , 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach Denied DelNeh (s) 0.0 0.0 0.2 0.1 0.0 Total Del/Veh 25.8. 19.9 50: Front Royal Pike & Travelod§gge Ln/Delco Plaza Performance by approach Denied Del/Veh (s) 0 2 0.1 0.0 0.0 0.0 Total DelNeh (s) 22 0 24 24 0 14 7 20.6 =, „ 5 It 51 Front Royal Pike & Costco Performance by approach Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DelNeh s= 26:3 5.0 I One Logistics Park - Winchester SirnTraffic Report Pennoni Cl I I SimTraffic Performance Report 2024 No -Build PM 60: Route 522 & Hotel Entrance/Costello Dr Performance by approach Average of All Runs 2024 No -Build PM 12/08/2020 Denied DelNeh (s) 0.1 0.1 0.0 0.0 0.0 Total DelNeh (s) 34.4 19.5 15.6 11.0 14.6 70: Prince Frederick Dr & Costello Dr Performance by approach Approach EB NB M All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 2.7 1.1 1.0 2.1 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach Approach WB NB SB All Denied DelNeh (s) 0.2 0.0 0.0 0.1 Total DelNeh (s) 3.4 0.5 1.0 2.7 80: Coverstone Dr & Prince Frederick Dr Performance by approach --Al-I­---- j, Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 0.4 3.5 0.9 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach 7 Denied DelNeh (s) 0.2 0.0 0.1 0.1 Total DelNeh (s) 0.5 0.6 3.8 1.9 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach ' �proach ---.�"-..___.--_---_-_EB.._._ __�B NB SB All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 12.9 22.0 56.9 48.8 22.6 100: Millwood Pike & I nverlee Wy Performance by approach EB WB SB All Denied DelNeh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) 2.0 11.8 32.2 8.9 I I I 110: Millwood Pike & Sulphur Springs Rd Performance by approach -pFok_h -_ --- ' -, gb­ - - -Ali --- - --- ---- - ----- Denied Del/Veh (s) Total Del/Veh (s) 0.0 21.2 0.0 115.0 0.0 16.5 0.0 73.6 One Logistics Park - Winchester SimTraffic Report Pennoni I Queuing and Blocking Report 2024 No -Build PM Intersection: 1: Bend Average of All Runs 2024 No -Build PM 12/08/2020 .-"=%� oye"''' �i3 ��,✓, a�i a ate "� �� 3s�s^ic- f� ii� �Q e c',n�// �:; �3m"� c 3�� � ziC, � � is � mentw / Directions Served T Wa it um Queue'(ft) 601 146 57 Average Queue (ft) 53 15 95th Queue (ft) 390 181 Link Distance (ft) 1098 1098 UpstreamBlk Time.(%) 0 e Queuing Penalty (veh) 0 Storage Bay Disf (ft) Storage Blk Time (%) Queuing Penalty (ueh) Intersection: 8: Apple Blossom Dr & Jubal Early Drive ovementa r EB WB WB NB_ 1�16 SBv SB SB _ ... _.EB , :8UVl3 Directions Served L T TR L T T L T R L L TR axim Mum 2008 2018 146 250 265 48 90 97 I 350 1236 1044 Average Queue (ft) 120 973 990 65 125 141 15 33 42 284 680 339 95th Queue (ft) 326= 2091 2096 „ " 120 206 `222 40 72 {, 80 :- 436' 1498 " 1,157 Link Distance (ft) 9186 9186 900 900 692 692 1480 1480 Upstream BlkTime(%) `-' = �; �' �_ 8. 2 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 275 450 200 35 Storage Blk Time (%) 0 62 .„. 8 39 _,x.. Queuing Penalty (veh) 1 26 23 112 .:. Intersection: 9: Frontage Rd & Millwood Avenue Directions Served L T T R L T TR LT R LT R Maximum Queue (, ft) 73 ' 927 B28 ; 44 169 208 162 820 250 %116 Average Queue (ft) 19 797 „ 817 , 7 91 64 60 444 220 40 18 05fh QueGe (ft) 55, 1054 108 .29 158 , 153 127 1029 305 105 . . : 46 ' Link Distance (ft) 900 900 212 212 809 332 332 Upstream BIk Time(%) 4 6 0 0 33 Queuing Penalty (veh) 32 48 4 3 0 Storage Bay Dist (ft) 75 ;. 50 180 '. Storage Blk Time (%) 1 57 52 .. 0 1 0 49 54 Queuing Penalty (veh) 6 10 "' 7 0 8` 1 136 5 LJr One Logistics Park - Winchester SimTraffic Report Pennoni t 1 11 E 1 II � I n I I I Queuing and Blocking Report 2024 No -Build PM Average of All Runs 2024 No -Build PM 12/08/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue _._...__._....... ovement -B­--- EB. _._. -..--..-..... EB EB WB _ - -- WB - WB --..... B78 --------------...._..... 678 B78 NB B84 SB Directions Served T T R L T T T T R T R Maximum Queue (ft) 252 256 20 539 506 441 200 247 89 336 206 318 Average Queue (ft) 211 198 1 373 239 184 49 45 9 35 18 196 95th Queue (ft) 284 284 26 638 668 472 244 236 95 232 158 298 Link Distance (ft) 212 212 212 587 587 460 460 460 371 1221 944 Upstream Blk Time (%) 29 15 4 10 0 1 1 3 Queuing Penalty (veil) 190 95 0 88 2 5 4 0 Storage Bay Dist (ft) 580 Storage Blk Time (%) 7 9 Queuing Penalty (veh) 52 28 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement SB 3 Directions Served R Maximum Queue (ft) 291 Average Queue (ft) 171 95th Queue (ft) 274 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T R Maximum Queue (ft) 446 450 547 ° 383 2 614 6,12 ` 780 ;;' 289 423 428 235 Average Queue(ft) 439 448 527 189 0 531 370 222 81 308 384 232 95th Queue,(ft) 459 ,: 467 Link Distance (ft) 601 „ 320 460 460 2 771 = 744 700 204 460 587 587 587 475 388 495 262 388 Upstream Blk Time, 3 24 64 '0 26 4 6 4 : 28 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 :-: 450 ° 475 0 195 26 44 = 290 35 r, 256 235 Storage Blk Time (%) 15 45 54 0 8 3842 Queuing Penalty (veh) '67_ ` 198 =330 , - ; .. `.' `> ' = :. 0 7 ` 283 207 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike R- 0-0 N.701111, SBA SB SBA B I y,� o Directions Served L L T T R L T T R T MaxirSium,Queue (ft) ; 288 547 564 ;556 300,w 143 -148.. 302 ;, 88 T, 13 Average Queue (ft) 169 261 456 427 153 99 55 99 20 1 95tii Queue,(ft) 269 529 631 , 636 366 153 152 381 155 = 23 Link Distance (ft) 531 531 531 1098 _ 552 Upstream Blk Time(%).,..,Al„ 1 Queuing Penalty (veh) 10 48 30 0 Storage p*pist (ft) :, 375 -. 300 150 150 350 ` Storage Blk Time (%) „ 0 0 f_d 41 1 6 7 4 0 Queuing Penalty (veh) 0 ..., ._ 21 %. Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T T T R LTR LTR Maximum',Queue (ff) 5 4, , 355 366 104 96 ,, Average Queue (ft) „`154 0 0 157 270 8 37 31 95th Queue:(ft) 5 3 ; = 388 %473 a 93 81 •:, 72 Link Distance (ft) 388 388 335 335 335 278 396 Upstream ,Blk Time Queuing Penalty (veh) 7 61 1 Storage Bay.Dist.(ft) ,,, Storage Blk Time QueuingPenalty (veh) A ,, 0 I, One Logistics Park - Winchester SimTraffic Report Pennoni I Average of All Runs Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/08/2020 ' Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB EB WB WB WB WB B79 B79 NB NB Directions Served L T T R L T T R T T L TR Maximum Queue (ft) 52 139 156 23 337 660 756 222 21 38 175 80 Average Queue (ft) 12 54 60 4 33 227 316 23 1 2 82 29 95th Queue (ft) 35 119 130 14 256 711 821 192 19 30 145 61 Link Distance (ft) 335 335 1038 1038 907 907 407 407 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 2 6 Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 0 0 15 0 Queuing Penalty (veh) 0 0 2 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike _ ... ovement SB ------- .. -- . . � Directions Served LTR Maximum Queue (ft) 95 Average Queue (ft) 37 95th Queue (ft) 76 Link Distance (ft) 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB WB NB NB NB NB SB - SB _ �-SB -� SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 106 90 129 149 114 295 302 308 51 176 163 35 Average Queue (ft) 45 40 60 61 21 119 122 113 7 74 76 5 95th Queue (ft) 88 73 109 120 92 311 323 326 34 144 144 21 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 3 4 9 Queuing Penalty (veh) 13 16 35 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 6 0 0 Queuing Penalty (veh) 0 1 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Intersection: 51: Front Roval Pike & Costco Average of All Runs 2024 No -Build PM 12/08/2020 MovVment F >f�a��,. ��11.'.,?;t�"�=... ��/' � �824 . . N� t�,�... r=. �: ,,. y k $ .. ,t �k...r .. • � ,.1 ..} �a F � S �.�s.. Directions Served R T T T TR T e, a Maximum Queue46, 49 , 53 Average Queue (ft) 36 3 13 16 15 3 95th Queue (ft) y Link Distance (ft) 235 48 510 1464 98 252 . 109' ;, � 252 ;105 _ 252 25 393 UpstreamBlk Time(%)8 0 .. 0 0 ;= Queuing Penalty (veh) 0 1 2 2 Storage Bay Disf(ft) Storage Blk Time (%) Queuing Penalty (veh} Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Directions Served LT R L LT R L T T TR L T TR w, Maximum ueue (ft)" 53 23 108 132 168 33 e 194 ; 254 153 Average Queue (ft) 16 1 30 64 73 2 88 98 113 122 51 34 95th Queue (ft) " 45 11 77 '109 137 17 150 167 1$9 196 16T 9,8 Link Distance (ft) 416 416 1340 1340 990 990 990 252 252 Upstream BIk Time Ups Queuing Penalty (veh) 2 0 Storage Bay Dist;(ft) 120 u 195 Storage Blk Time (%)� 0 1 4 2 1 Queuing Penalty (veh), I 0 „ ,.. 0 6.: 2 Intersection: 70: Prince Frederick Dr & Costello Dr e ent / EBB f O �7 ES % IUB SS Directions Served L R LT TR Maximum Queue (ft) 85 25 47 13 Average Queue (ft) 40 2 8 1 95th Queue (ft) Link Distance (ft) 1590 157 980 lJpstreamBlkTime�(%) . �. Queuing Penalty (veh) StorageBay Disat (ft) 350 Storage Blk Time (%) Queuing Penalt One Logistics Park - Winchester SimTraffic Report Pennoni I r 1 1 H Average of All Runs Queuing and Blocking Report 2024 No -Build PM 2024 No -Build PM 12/08/2020 ' Intersection: 84: Bend _ ..............___.__....__._.._ _.._r._.___------,._.. SB _...... ....-. ovement Sf3 Directions Served T Maximum Queue (ft) 11 2 Average Queue (ft) 0 0 9501 Queue (ft) 13 2 Link Distance (ft) 371 371 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) r, Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ----.-_ ---------__-.,.._..,- ovement ._ EB EB _._.._. EB ------. _ EB WB _ ..._ WB ._ . - WB _.._-- NB _.—. NB SB .--------- SB � Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 188 197 208 34 130 424 443 207 76 129 124 Average Queue (ft) 93 96 101 5 30 236 259 111 29 56 51 95th Queue (ft) 164 173 179 24 97 393 419 216 57 112 99 Link Distance (ft) 907 907 814 814 424 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 0 0 0 1 Queuing Penalty (veh) 0 0 0 1 Intersection: 100: Millwood Pike & Inverlee Wy Movement EB WB SB j Directions Served L R LR Maximum Queue (ft) Average Queue (ft) 76 24 11 1 94 36 95th Queue (ft) 59 8 75 Link Distance (ft) 1206 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330 300 Storage Blk Time (%) Queuing Penalty (veh) 1 I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 No -Build PM Average of All Runs 2024 No -Build PM 12/08/2020 Intersection: 110: Millwood Pike & Sulphur Springs Rd 1 Move pent f J.! l_.r',, Directions Served L R T T R T T UL T T Maximum`Queue(ft)15882815 290 5076 5084 236.164�� 169,E �. Average Queue (ft) 75 71 782 784 263 3358 3381 115 60 70 95th Queue (ft) , 142 1,31 =, 804 806 -- 383 5634 ,5653 198 134 144 ., Link Distance (ft) 508 694 694 11312 11312 2542 ., 2542 Upstream 131k Time;(%) =65 72 Queuing Penalty (veh) Storage Bay Dist (ft) r 0 450 0 290 430. Storage Blk Time (%) 56 2 Queuing Penalty (ye h) 156 15 Intersection: 180: Sheriff's Office (East Entr) & Coverstone Dr Movements, NB ��1740 Directions Served L Maximu"m Queue (ft) = 26 ... Average Queue (ft) v�, 9... a.__..._ Link Distance (ft) 366 Upstream Blk Time,(%)„ Queuing Penalty (veh) s, Storage Bay Dist (ft) ��, , Storage Blk Time (%) gueumg Penalty (veh) Network Summary Network wide Queuing Penalty 3531 Irl 1 I One Logistics Park - Winchester SimTraffic Report Pennoni _ IMProject Information Analyst Pennoni Date 11 /24/2020 Agency VDOT Analysis Year 2024 No -Build Jurisdiction Frederick Co, VA Time Period Analyzed PM Peak Hour Project Description One Logistics Park - Winchester Geometric Data :Number of Lanes (N), In 3 Segment Type Highway/CD Roadway egment Length (Ls), ft 715 Number of Maneuver Lanes (NWL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 1096 391 325 427 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 2.00 3.00 9.00 9.00 Heavy Vehicle Adjustment Factor (fHV) 0.967 0.957 0.907 0.917 Flow Rate (vi), pc/h 1232 444 389 506 Weaving Flow Rate (vw), pc/h 950 Freeway Max Capacity (CIFL), pc/h/In 2200 Non -Weaving Flow Rate (VNw), pC/h 1621 Density -Based Capacity (CIWL), pc/h/In 1769 Total Flow Rate (v), pc/h 2571 Demand Flow -Based Capacity (clw), pc/h 6486 Volume Ratio (VR) 0.370 Weaving Segment Capacity (cw), veh/h 5022 Minimum Lane Change Rate (LCMIN), Ic/h 950 Adjusted Weaving Area Capacity, pc/h 5307 Weaving Length (LMAX), ft 6347 Volume -to -Capacity Ratio (v/c) 0.48 ;Maximum Speed and Density Non -Weaving Vehicle Index (INW) 0 Average Weaving Speed (Sw),mi/h 37.5 Non -Weaving Lane Change Rate (LCNw), IC/h 144 Average Non -Weaving Speed ($NW), mi/h 34.0 Weaving Lane Change Rate (LCw), Ic/h 1022 Average Speed (S), mi/h 35.2 Weaving Lane Change Rate (LCAII), Ic/h 1166 Density (D), pc/mi/In 24.3 Weaving Intensity Factor (W) 0.332 Level of Service (LOS) C Copyright © 2020 University of Florida. All Rights Reserved. HCSSw Freeways Version 7.6 Generated: 11/24/2020 15:28:39 1 2024 No -Build PM.xuf 1 I Appendix G a i One Logistics Park Winchester Traffic Impact Study H Frederick County, Virginia 1 r IVVVVICKG20001 Synchro Sim -I raffic Anaiysis Output - 2024 Total Conditions Revised December 2020 "`� [DOT Virginia Del�artrnent �/ of Transportation Sample Size Determination Tool, Version 2.0 J User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (Xs) = (1/N) (XI + XZ + X3 "' + XN) Sample Standard Deviation (Ss) = V[(E(X-X,)z)/(N-1)] Sampling Error = Z (S,/JN) Confidence Level = X,± Z (SS/VN) %of Sample Mean (E) = %Tolerance * X, Sample Size Needed = [(Z)Z * (S,)z] / (E)2 Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 10.0 Confidence Interval: 95% X, = 57.8 Tolerance Error: 10% Ss = 4.4 Number of Model Runs: 10 E = 5.8 Z = 1.96 Run Number Speed 1 56.7 Sampling Error = 2.76 2 53.8 95% Confidence Interval = 55.0 Ito 60.5 3 47.8 Percentage of Mean = 4.77% Good 4 57.2 Sample Size Needed = 10 i 5 56.8 6 61 1 Z is the number of standard deviations away from the mean 7 59.7 corresponding to the required confidence level in o normal 8 61.5 distribution. 9 62.6 10 60.8 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 30 SimTraffic Performance Report 2024 Build AM 2024 Build AM 12/07/2020 30: Front Roval Pike/1-81 NB Ram & Millwood Avenue/Millwood Pike EB, Performance by run numit Denied Del/Veh (s) 0.9 0.4 0.5 0.8 1.0 0.4 2.1 0.2 0.9 0.3 0.7 Total Del/Veh (s) - ` 56 7 608 „=53 8 F 47 8 , 57.2 56.8 61 0 > 59.7 61:5 62.6 , 57.8 30 Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run numIlL Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 43.4 24 2 23 7 29 3 . 23 2 251 ; 26:6 24.3 28.9 28.4 27:8 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num i Denied Del/Veh (s) 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh s 62:1 95:0 .. 1`17 5 53 5 70.5 61 8` =51:9 66.2 62.1 63.8 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run q� 3g��� Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DellVeh (s) ; ; 120.4 1155 127 9 114 6 147 5 . ,134 7 ,110 8 ' '149.2 161.9 142.9 131.9; One Logistics Park - Winchester SirnTraffic Report Pennoni I number Id 1 1 `^�\ /�a� Virginia Department\\ of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) = (1/N) (XI + X2 r X3 ... n XN) Sample Standard Deviation (S,) = V((F(X-X,)2)/(N-1)) Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/VN) % of Sample Mean (E) = % Tolerance ' X, Sample Size Needed = [(Z)2 ' (S,)21 / (E)2 Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 17.0 Confidence Interval: 95% X, = 1560.2 Tolerance Error: 10% S, = 326.7 Number of Model Runs: 17 E = 156.0 Z = 1.96 Run Number Speed 1 1299 Sampling Error = 155.28 2 2215 95% Confidence Interval = 1404.9 to 1715.5 3 1275 Percentage of Mean = 9.95% Good;. 4 i 1328 ? Sample Size Needed = 17 5 1805 6 ; 1830 Z is the number of standard deviations away from the mean v i 7 I 1325 corresponding to the required confidence level in o normal 8 1897 distribution. 9 1357 10 1338 11 1744 12 1762 13 981 14 1803 15 1333 1 16 1895 17 1336 18 19 20 21 22 23 24 25 26 27 28 29 30 Run 1 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 rIntersection: 8: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB WB NB NB NB SB SB S3 1 Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 85 174 196 94 230 236 22 60 50 200 279 118 Average Queue (ft) 42 84 99 34 139 158 2 7 8 138 165 35 95th Queue (ft) 67 161 168 71 220 236 12 31 28 210 231 83 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penally (veh) ' Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontaae Rd & Millwood Avenue ovement EB EB EB EB WB WB WB NB NB SB ) Directions Served L T T R L T TR LT R R Maximum Queue (ft) 74 364 396 27 136 72 113 30 97 73 Average Queue (ft) 22 171 218 2 55 18 20 9 42 21 95th Queue (ft) 59 288 343 13 109 55 58 29 80 56 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 21 35 Queuing Penalty (veh) 0 4 1 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue �Aovement EB EB WB WB WB 678 B78 NB B84 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) Average Queue (ft) 98 42 135 72 237 132 365 138 391 188 294 21 311 21 484 115 4609 1711 303 162 267 165 95th Queue (ft) 83 128 235 274 330 145 147 443 4439 257 254 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Blk Time (%) 7 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennon! Queuing and Blocking Report 2024 Build AM Run 1 2024 Build AM 12/07/2020 , Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike r Movement,,. , HDIR E6;.,EB EB EB } B78 �878 878 B WB` WB y, Directions Served L L T , T R r r,1111,R" T T T L T T R Maximum Queue,{)f) -% , ,225 450 569 581� 533 582 583 . 850 289 388 314 .235 Average Queue (ft) 98 278 535 543 70 334 419 652 218 200 157 86 95th Queue(ft) 172 607 555 568 354 546 604 1168, 342 358„ 244 ;185 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream BlkTirrie (%) 0 �, 47 54 ` 1, 0 0 23 Queuing Penalty (veh) 0 365 Storage Bay Dist {ft) 450 450 423 8 0 0 185 3 235 , Storage Blk Time (%) 0 47 11 0 00 Queuing Penalty (veh) 2 103 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �%�NB�... Directions Served L L T T R L T T R T T Max{mum Queue (ft) 204 247 448 399 289 148 150 1195 350 1128 813 Average Queue (ft) 121 134 217 95th Queue(ft) 192 214 349 181 66 139 142 971 312 683 182 315 153 147 188 1499 =491 1504 606 e Link Distance (ft) 531 531 531 1076 1008 5830 Upstream'Blk Time; ( Queuing Penalty (veh) 0 0 Storage Bay Dist,(ft) 375 Storage Blk Time (%) 2 0 19 28 31 3 Queuirig Penalty (veh) e 2 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T LTR LTR Maximum Queue {ft) 64= , 92 . - 128 ,, Average Queue (ft) 2 42 26 95th Queue (ft) %� 22 78 75. , Link Distance (ft) 336 278 397 ,.,qt Queuing Penalty (veh) Storage Bay DisY(ft) „ Storage Blk Time Queuing Penalty (veh), j One Logistics Park - Winchester SimTraffic Report Pennoni Run 2 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 rIntersection: 8: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB VB WB WB NB NB NB SB SB Sf3 Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 114 237 269 86 249 266 23 68 79 279 300 74 Average Queue (ft) 54 113 134 40 151 172 1 10 12 162 175 30 95th Queue (ft) 95 220 242 73 224 250 8 40 39 245 257 67 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontage Rd & Millwood Avenue ---_._ Mo vem_.ent__ _.... __.... _ _ .... EB---___... E_.B _.. .. EB EB WB .- WB WB NB NB SB Directions Served L T T R L T TR LT R R Maximum Queue (ft) 75 330 503 28 177 267 85 53 116 51 Average Queue (ft) 25 207 259 3 56 28 23 8 48 19 95th Queue (ft) 59 343 432 16 108 112 63 32 92 49 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) 1 8 Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 30 40 0 0 Queuing Penalty (veh) 1 5 1 1 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue I -_- _ ------__ Movement -- EB _ - EB __ -- WB ------ - WB WB -- - B78 _- B78 B78 NB 684 SB Sf3 Directions Served T T L T T T T R T R R Maximum Queue (ft) 204 240 302 299 478 274 297 238 484 5010 247 216 Average Queue (ft) 60 88 161 165 206 27 37 0 162 1674 161 161 95th Queue (ft) 138 165 252 272 341 155 187 0 519 4863 238 222 Link Distance (ft) 210 210 587 587 460 460 460 368 21462 944 Upstream Blk Time (%) 0 2 15 ' Queuing Penalty (veh) 0 8 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) u One Logistics Park - Winchester SimTraffic Report Pennoni Run 2 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike , Directions Served L L T T R T T T L T T R Maximum Queue,(ft) 226, 450 ; ; 569. ' 570, 31 52, 602 851 _`� 175 260 `326 235 Average Queue (ft) 106 151 487 496 50 293 355 531 87 135 141 68 95fh Queue (ft) = ' 175 =439 651 Link Distance (ft) 460 659 291 607 703 1120 144 ," 460 460 587 587 587 ,221 388 231 142 388 Upstream Blk Time (%) 0, , 40 47 2 0 Queuing Penalty (veh) 0 310 Storage Bay Dist (ff) . % 450 ' 450 366 15 2 8 145 ; °, �.290235 Storage Blk Time N 0 40 1 0 Quelling°Penalty (veh) ..': ; 1 87; 0 � Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwo od Avenue/Millwood Pike Directions Served L L T T R L T T R T T Maximum Queue (ft), 220 530 605 563 ' 300 146 149p 1185 350 1116. ' . 318 Average Queue (ft) 95th Queue(ft):` 125 173 192-: 379 427 414 210 139 147 1150 350 630 663 653 402 146 151 1192 351,.' 1253 61 233 w - Link Distance (ft) 531 531 531 1076 1008 5830 Upstream BIk Time (%)'" 0 10 6 51 20 „ Queuing Penalty (veh) 0 25 16 0 0 Storage Bay Dist (ft) 375 ,.� 300 , _ 150 150 350 Storage Blk Time (%) 47 1 26 37 29 3 Queuing Penalty (veh) 54 „ 2 140 200 260 16 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike oue enter %NBgMu Directions Served LTR LTR x Max�mum,Queue(ft) `,.' ' 138" 1Q6 T;IN Average Queue (ft) 45 26 95th Queue ft 99 60 25 Link Distance (ft) 278 397 Upsfream Blk Time (%)-21 Queuing Penalty (veh) Storage Bay, Dist (ft) Storage Blk Time (%) Queum Penalt veh ( ) 9 Y I One Logistics Park - Winchester SimTraffic Report Pennoni ' Run 3 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive _ ..-._.. _.._ r.__._........... .EB EB WB , WB WB NB NB NB SB SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 72 199 281 88 258 272 23 39 58 259 278 53 Average Queue (ft) 42 95 112 31 127 149 2 9 12 149 169 24 95th Queue (ft) 71 164 191 70 220 242 14 30 34 230 253 53 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontaae Rd & Millwood Avenue ovement EB EB EB EB WB WB WB NB NB SB j Directions Served L T T R L T TR LT R R Maximum Queue (ft) 67 407 432 50 91 74 93 30 92 51 Average Queue (ft) 13 182 225 4 48 15 25 6 44 17 95th Queue (ft) 44 331 390 23 90 53 76 23 76 46 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 23 35 0 Queuing Penalty (veh) 0 4 1 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB B78 B78 B78 NB B84 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) Average Queue (ft) 139 45 162 75 482 227 478 141 597 170 358 13 338 12 344 12 484 98 2370 743 315 163 317 158 95th Queue (ft) 99 142 419 304 353 122 115 118 406 2262 275 262 Link Distance (ft) 210 210 587 587 460 460 460 368 21462 944 Upstream Blk Time (%) 0 9 ' Queuing Penalty (veh) 2 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 3 2024 Build AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M,,ovement Directions Served L L T T T T T L T T R L Maximum Queue205 ' . 450 569 „570 495 543 851 = %220 257 289, 235; 181` Average Queue (ft) 115 162 463 , 470 218 281 441 117 134 142 84 114 95th Queue (ft) 180 440 656 651 `,,532 645„ 1070 203 .; 22& 191 1,75 Link Distance (ft) 460 460 587 587 587 388 388 Upstream.Blk Time(%) Queuing Penalty (veh) 0 223 Storage Bay Dist (ft) 460:­450: 262 109 290 - 235 375 Storage Blk Time (%) 0 30 0 0 Queuing Penalty (veh) 0 = .. Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ouement. 3 � .,�� ��. . Directions Served L T T R L T T R T T Maximum Queue (ft) 227 328 375 288 146 =150 1167 " . 350 % 1.116 1823 Average Queue (ft) „ . 95th Queue (ft) `, 140 176 138 63 140 142 934 262 672 203 _ 289 276 i 149 147 .. 188 1514 512 ': 1492 s 622 1741:. Link Distance (ft) 531 531 531 1076 1008 5830 Upstream�Blk Time (%) Queuing Penalty (veh) 43 0 0 Storage Bay Dist,(ft) Storage BIk Time (%) 0 0 22 40 28 2 QPenalty (veh) 0 0 "122217 , s 260 11:.. Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum`Queue (ft) Average Queue (ft) 94 86"" „V. �. 49 23 e._ 95th Queue (ft) Link Distance (ft) 82 52 _ 278 397 Upstream,Blk Time;(%) Queuing Penalty (veh) Storage Bay Dist (ff)AR v Storage BIk Time (%) Queuing Penalty (veh) i 11 One Logistics Park - Winchester SimTraffic Report Pennoni Run 4 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB -xW6 NB NB NB SB 'SS "SO ' Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 94 226 228 94 286 276 23 68 40 239 263 96 Average Queue (ft) 44 118 136 44 155 177 3 14 12 145 168 38 95th Queue (ft) 82 210 227 84 262 278 15 46 33 217 240 80 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontaae Rd & Millwood Avenue W6 vem_ ent _--- _ Mov _._ ._----- EB EB EB WB WB WB NB _ NB -- — ... SB Directions Served L T T L T TR LT R R Maximum Queue (ft) 72 459 460 110 68 116 30 111 51 Average Queue (ft) 20 222 260 33 18 33 8 43 21 95th Queue (ft) 56 367 404 70 53 78 28 93 44 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 180 250 Storage Blk Time (%) 2 26 42 Queuing Penalty (veh) 13 5 1 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement" EB EB WB WB WB NB B84 SB SB Directions Served T T L T T R T R R Maximum Queue (ft) 161 160 334 456 461 460 3382 309 266 Average Queue (ft) 68 84 149 135 165 207 1466 184 170 95th Queue (111) 136 148 267 279 296 573 3119 268 277 Link Distance (ft) 210 210 587 587 368 21462 944 Upstream Blk Time (%) 14 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 4 2024 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike jovemettt, %1~B�; EB EBB E 878 ' B7$, _ B78 sWBi = 1!VB,WB WB Directions Served L L T T R T T T L T T R Maximum Queue (ft) „ 213 450 580 580 429 - ":579 588 840 136` 298 30 f 234 Average Queue (ft) 94 171 542 540 44 378 450 713 71 130 140 80 95th Queue,(ft)"' ,= 173 490 565 560 255 !492 571 1056 119 224,. 230 °186 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 50 °56 0 =" ' 1 26 �� u Queuing Penalty (veh) 0 385 437 0 4 201 Storage Bay Dist,(ft) " , 450 450 290 235 Storage Blk Time (%) 0 50 0 1 0 Queuing Penalty (veh) "=2 109 p =: =" 2 %p Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike aue ent N N f NBA NB NB fl, dSB , 1 SB B 'SB 813' s.1 Directions Served L L T T R L T T R T T Maximum'Queue (ft) 267 180 390 378 299 , �253 146 150" 1196 350 1128- : 2861; Average Queue (ft) 101 111 226 71 138 143 1133 336 784 1180 95th`Queue(ft) = , 177 184 N"396 358 138 144 181' 1302 443 1473 3057 Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Blk Time;(%) <. -57 - = 48: Queuing Penalty (veh) 0 0 Storage�BayDist (f U. 00. 15 150 �.. Storage Blk Time (%) 1 0 27 30 36 3 Queuing Penalty (veh) ., `. ... ; 1 0 144 162 337- ° 13 ` Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T LTR LTR Maximum Queue,,(ft Average Queue (ft) 1 45 20 95th Queue (ft) . 9 84 46 VV Link Distance (ft) 388 278 397 Upstream Blk Time,;(%) Queuing Penalty (veh) Storage Bay Dist (ft) „ " , _ ..... '% Storage Blk Time (%) Queuing Penalty (veh) ".". .,, ". One Logistics Park - Winchester SimTraffic Report Pennoni I,] I 1 1 Run 5 ' Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive ovement EB EB EB WB WB WB NB NB SB SB SB ' Directions Served L T TR L T T T R L L TR Maximum Queue (ft) 75 210 220 68 232 281 58 63 350 420 72 Average Queue (ft) 44 104 135 35 134 153 4 10 157 178 24 95th Queue (ft) 73 183 214 58 211 253 24 37 244 274 55 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penally (veil) ' Storage Bay Dist (ft) 275 450 350 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 1 Intersection: 9: Frontage Rd & Millwood Avenue Movement EB EB EB EB WB WB WB NB NB SB Directions Served L T T R L T TR LT R R Maximum Queue (ft) 74 404 410 30 137 170 74 50 152 70 Average Queue (ft) 11 209 240 3 56 21 20 11 48 21 95th Queue (ft) 36 340 368 17 115 78 59 38 89 49 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 27 40 0 0 Queuing Penalty (veh) 0 5 1 0 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB B78 B78 B78 NB B84 SB SB, Directions Served T T L T T T T R T R R Maximum Queue (ft) 210 220 246 311 392 240 298 308 484 4401 326 280 Average Queue (ft) 58 87 138 143 176 9 17 0 193 1489 169 168 95th Queue (ft) 132 155 238 277 302 82 123 0 561 4164 272 262 Link Distance (ft) 210 210 587 587 460 460 460 368 21462 944 Upstream Blk Time (%) 0 0 14 ' Queuing Penalty (veh) 0 1 0 Storage Bay Dist (ft) 580 500 ' Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 5 2024 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M ,oA Directions Served L L T T R T T T L T T R Maximum rd' ueb'(ft 376 50-1�� 5 64," 588 606 850 265 o- 2 5, Average Queue (ft) 117 225 524 533 15 336 383 586 93 131 144 85 95th Queue (ft) �t229 5 587, ' 601 676 1165 !8, 1,5- Link Distance (ft) 460 460 460 587 587 587 388 388 Ustream O� 3 52 Queuing Pe"na'l't'y"('v'eh) 0 336 404 7 2 7 203 Storage�IM Bay Dist :J, I 4-0 0 Storage Blk Time 0 44 0 0 Queuing JF 2 96 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R T T ximum 229 2414 378 300 144 150-- 1172 .,,",350j'- Average Queue (ft) 135 140 221 172 70 138 147 1148 324 791 390 b5 h j- t 6 161, `44��! 51 1 lb8­-,��" --'M 0 4 Link Distance (ft) 531 531 531 1076 1008 5830 Queuing Penalty (veh) 0 0 50 15 W - -AN - Storage Blk Time 0 25 -39 37 3 QQeAqq..t,, nalt ',',Ve 0 I 3T !2 -,2: 313 J Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T LTR LTR 'Ma 4, Average Queue (ft) 1 30 19 95th Queue (ft) 0 & -4 Link Distance (ft) 388 278 397 ­0 Upstream;k'T , ime Queuing Penalty (veh) A J1, §19ragb,,B, D J Ji "d Storage Blk Time Queuing ena V P— A', One Logistics Park - Winchester SimTraffic Report Pennoni I I I I 11 I I I t j I I I I I ' Run 6 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive ovement EB EB EB WB WB WB NB NB NB SB SB Sl3 Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 93 322 340 93 294 331 23 43 50 240 269 118 Average Queue (ft) 34 118 150 38 148 173 1 7 10 147 172 36 ' 95th Queue (ft) 72 222 254 64 243 284 8 24 27 222 245 82 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veil) ' Storage Bay Dist (ft) 275 450 200 350 Storage Ilk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 9: Frontage Rd & Millwood Avenue ovement EB -._-_EB __-- _...... EB . EB -._._ WB — WB WB ..-___, NB _ NB SB Directions Served L T T R L T TR LT R R Maximum Queue (ft) 74 382 452 33 91 113 76 50 94 51 Average Queue (ft) 19 196 237 3 40 12 24 9 43 17 ' 95th Queue (ft) 53 314 374 18 77 50 70 32 80 46 Link Distance (ft) 897 897 210 210 809 332 Upstream Ilk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Ilk Time (%) 0 29 42 0 Queuing Penalty (veh) 0 5 1 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB Wt3 WB WB B78 678 NB 684 SB SB i Directions Served T T L T T T T R T R R Maximum Queue (ft) 222 223 425 309 350 351 355 484 7692 262 334 Average Queue (ft) 60 85 178 133 183 8 24 277 3536 159 159 95th Queue (ft) 150 178 331 264 336 74 138 644 7280 238 254 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Ilk Time (%) 2 3 25 ' Queuing Penalty (veh) 8 12 0 Storage Bay Dist (ft) 580 500 Storage Ilk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 6 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB_, Directions Served L L T T R T T T L T T R Maximum Queue (ft)„ 194 450 569 552: 533� ' 591 603 851, 288,- 290 , 274 235 Average Queue (ft) 96 180 538 539 79 426 482 696 93 151 154 80 95th Queue Al. _ 163 491 555 554 361 618 646 1108 186�,� _ 240 240 182 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%°) 0 53 62 2. 0 1 30 Queuing Penalty (veh) 0 410 476 11 3 8 231 Storage Bay Dist (ft) 450 450 290 = 235 Storage Blk Time (%) 0 53 0 0 1 0 Queuin Penalt veh Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ;♦,NB+ . NB ..v : NB.....NB, , ,- SB :�; SB.. SB SB � �=�B1.3,,,.;. B1 '... .� . Directions Served L L T T R L T T R T T Maximum Queue (ft) 325 329 379 281 - ` 182 146 150 1185 350 1127 1581: Average Queue (ft) 125 147 195 158 76 138 147 916 275 654� 459 95th Queue(ft) „" 228 253 312 271 143 �144 151 1505 512 1526':-1286 Link Distance (ft) 531 531 531 1076 1008 5830 , Upstream Blk Time,(%). _� ; 37 3 <� Queuing Penalty (veh) 0 0 Storage;.Bay Disf(ff) 375 „ 300.' 150 150 350� �- Storage BIk Time (%) 0 18 18 23 2 Queuing Penalty (veh) = 0 95 95 '' ..'213 .. 10 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served LTR LTR Maximum Queue ft 94 86 Average Queue (ft) 32 31 95th Queue (ft) 68 72 Link Distance (ft) 278 397 Upstream Blk Time;(%) Queuing Penalty (veh) Storage Bay Storage Blk Time (%) Queuing Penalty (veh) �' �. �. .. One Logistics Park - Winchester SimTraffic Report Pennoni fl Run 7 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 ' Intersection: 8: Apple Blossom Dr & Jubal Early Drive Move- ment EB Lb,' EB WB WB WB NB NB SB SB SB } ' Directions Served L T TR L T T T R L L TR Maximum Queue (ft) 71 179 179 114 268 330 43 37 249 304 74 Average Queue (ft) 36 87 108 38 144 172 12 9 150 171 25 ' 95th Queue (ft) 65 159 187 86 238 273 39 24 230 261 61 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 275 450 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontage Rd & Millwood Avenue ovement _,E..B .. _ .. _ _EB -._..E....._ B __._.___.. EB WB WB WB NB NB SB ' Directions Served L T T R L T TR LT R R Maximum Queue (ft) 74 321 387 26 124 75 131 52 142 70 Average Queue (ft) 21 197 226 1 58 15 21 7 51 17 95th Queue (ft) 55 311 355 9 116 48 73 29 103 48 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) ' Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 29 36 Queuing Penalty (veh) 0 5 1 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue - - -- �Aovement __ _EBB. _.- __EB.----------WB------------WB—WB-- --------- -- -B78 -- - NB - —_ 684 . ---S------- --B -- - SB } Directions Served T T L T T T R T R R Maximum Queue (ft) 130 144 290 415 398 250 473 8482 321 300 Average Queue (ft) 55 83 153 141 172 8 239 4991 159 147 95th Queue (ft) 123 143 258 280 325 81 607 8632 246 248 Link Distance (ft) 210 210 587 587 460 368 21462 944 Upstream Blk Time (%) 19 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 7 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T R L Maximum Queue (ft) Z 223 450, ,, 556 , ; 570 559 611 840 :. 115 246 ; ' '299 234 277 Average Queue (ft) 117 246 539 541 402 464 722 74 129 138 79 133 95th'Queue (ft) - 193 ; , 539 554 561 „ "541 595 1065 :, 118. ' 210, 226 - 172` 220 Link Distance (ft) 460 460 587 587 _. 587 388 „ 388 Upstream Blk Time;(%) 0 ' 50 . ' 58 ;. 1 29 Queuing Penalty (veh) 0 385 453 5 221 Storage Bay Dist (ft) 450 450 - ' 29 235 375 Storage Blk Time (%) 0 50 0 0 Queuing Penalty (veh) 2 109 `= 2 p Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NBA NB 5., 13 SBB B1 ,NB TSB Directions Served L T T R L T T R T T Maximum Queue (ft)� 355 ; 389 %369300` 146 ��� 150�1196 350 1,128` 4183 Average Queue (ft) 149 241 205 77 138 141 1157 312 1095 2194 95' Queue(ft) 5 27 364 333 1.87, = 144 187 117T 491 ,: 1117 ',3664! , Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Blk Time(%) % 63 79 Queuing Penalty (veh) s . 0 0 B Storage ay Dist.(ft) , = 300 ° 150= 150 = 350 e Storage Blk Time (%) 0 2 0 31 28 31 3 Queuing Penalty (veh) Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 15� / O Directions Served LTR LTR Maximum',Queue (ft) 94mil" 67 y All Average Queue (ft) 47 31 95fh Queue (ft) 89 61 ...... Link Distance (ft) 278 397 _. ,.... ... Upstream Blk Time (%) - Queuing Penalty (veh) y s ,.� Storage,Bay Dist (ft) ,. Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni � I � I I I Queuing and Blocking Report 2024 Build AM Intersection: 8: ADDle Blossom Dr & Jubal Earlv Drive Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Run 8 2024 Build AM 12/07/2020 EB EB EB WB WB WB NB NB NB SB SB SB L T TR L T T L T R L L TR 95 242 276 50 300 316 22 60 60 268 274 74 51 111 124 30 131 154 2 9 11 141 163 29 87 220 228 53 215 244 12 35 37 205 231 71 12371 12371 897 897 693 693 2534 2534 275 450 Intersection: 9: Frontage Rd & Millwood Avenue 200 350 -_..-_.._._.-_._-._- _ - ovement _ EB EB EB EB WB WB WB NB NB SB Directions Served L T T R L T TR LT R R Maximum Queue (ft) 74 372 490 25 92 71 75 50 116 51 Average Queue (ft) 19 182 234 1 40 18 21 8 51 14 95th Queue (ft) 49 332 390 9 77 51 58 32 90 39 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 75 50 180 0 21 33 0 4 1 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off-RamD & Millwood Avenue 250 Movement EB EB WB WB WB B78 B78 NB B84 . SB SB I Directions Served T T L T T T T R T R R Maximum Queue (ft) 210 238 259 240 273 253 284 473 4552 278 278 Average Queue (ft) 70 89 139 109 150 9 27 243 2382 166 148 95th Queue (ft) 162 175 228 201 266 86 160 616 4819 252 260 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Blk Time (%) 0 3 22 Queuing Penalty (veh) 0 12 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 8 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramas & Millwood Avenue/Millwood Pike °Bykg 78 , B784 WB WB:. , WB WB Directions Served L L T T R T T T L T T R Maximum Queue (ft) =186 450' , 569 581 568 � � 605 , 588 851 T 288 - 371 238 �: 235 Average Queue (ft) 105 184 541 542 53 437 477 793 125 143 125 65 95th Queue (ft) 174 �, ; 489� 564 567 309 " �� -583 603 " 967 247. 263 208 137 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time N 0 54 �61 „� 2 0 0 31 0 Queuing Penalty (veh) 0 420 476 18 1 4 244 0 Storage Bay Dist (ft) 450 450 290 235. Storage Blk Time (%) 0 54 1 0 0 0 Queuing Penalty (veh) 2 117 3 0 01 0 Intersection: 30: Front Roval Pike/1-81 NB Ramas & Millwood Avenue/Millwood Pike ovement{ , ,E .1)371 77, Directions Served L L T T R L T T R T T Maximum Queue (ft) 219 -,` 246 482.` 495 28& 146` 150 1184;, 350 1128 4144 Average Queue (ft) 114 128 236 198 62 138 146 1156 324 961 1662 95th Queue (ft) 193 217 397 364 125 14b 153 1175 473 1406 4083 Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Blk Time N = � == 66 64 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) J75 �.. ' _ -300 150 150 350 Storage Blk Time (%) 1 _0 19 28 32 2 Queuing Penalty (veh) 1 0 103„150, 293 12 Intersection: 31-. Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue (ft) 2-12 129 Average Queue (ft) 56 49 95th Queue (ft) -�130 102` .. Link Distance (ft) 278 397 _ Upstream Blk Time (%) Queuing Penalty (veh) Storage:Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni fJ 1 1 1 J Ll 1 1 Queuing and Blocking Report 2024 Build AM IIntersection: 8: Apple Blossom Dr & Jubal Early Drive Run 9 2024 Build AM 12/07/2020 Movement EB EB EB WB WB WB NB NB NB SB SB SB ' Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 115 224 242 114 312 312 23 78 60 255 248 75 Average Queue (ft) 46 94 121 40 147 170 0 7 11 158 184 29 95th Queue (ft) 80 171 204 90 248 275 3 38 36 244 250 64 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) ' Intersection: 9: Frontage Rd & Millwood Avenue Movement EB .�...__...______.._.._.. EB EB . -.-,___..._.-__,_. WB .___ WB .. . WB NB NB SB Directions Served L T T L T TR LT R R Maximum Queue (ft) 50 462 491 116 28 73 52 76 68 Average Queue (ft) 10 224 264 56 11 21 12 37 17 ' 95th Queue (ft) 29 399 455 107 32 66 40 73 44 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 180 250 Storage Blk Time (%) 26 39 Queuing Penalty (veh) 4 1 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue .—vem_e-,nt_.--- -- -------- Mo —_ EB ----EB---_—WB__-------WB-_-WB---__-_—__---B78---..._-..78_... B ...NB -----..__B84...__- --- SB--- SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 185 181 316 392 333 266 304 484 6593 317 269 ' Average Queue (ft) 66 93 147 161 201 27 40 239 3472 167 151 95th Queue (ft) 135 169 250 313 338 154 203 607 7502 274 256 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Blk Time (%) 21 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 9 2024 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike W B Directions Served L L T T R T T T L T T R Maximum Queue (ft) 292 ; 450 ." 580 580 , ;549 _ 603 ' 596 851 =,, 289 299 266, 2,35 Average Queue (ft) 107 232 540 543 96 400 482 741 118 142 143 76 95th Queue (ft) 197 552 �560 , � �. 665 �406 _ : 579 . �� 620 1045 ; '. 221 233 � 229 f"169 Link Distance (ft) 460 460 460 587 587 587 388 388 U p stream BIk Tune /o_ P (°) a �0 = 52 = 61 3' , 0 1 . ! 32 Queuing Penalty (veh) 0 399 473 22 1 5 247 t Storage Bay Disf (ft) 450 450 290` 235 Storage Blk Time (%) 0 52 0 0 0 0 Queuing Penalty (veh). „'. 2 112 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M evo ment NB NAB % SIB SB SBA. #SB SB, �B 13Y B1x M ,t,,,..<, Directions Served L L T T R L T T R T T Maximum.Queue (ft) 2$6 227 384 358 `292 146 149 -,1196 350 Average Queue (ft) 119 116 245 207 69 140 147 1157 350 969 1021 95th Queue (ft) : 194 192 v 360 .336 .` 161` 145 152 1178 ;, 350 1336 2639 „ Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Blk Times{°lo) = ,., 62= 55 Queuing Penalty (veh) 0 0 StorageBay Dist (ft) 375 300 150 ' 150. 350 % 1 Storage Blk Time (%) 0 0 31 38 37 3 Queuing Penalty (veh) e,� 0;-� , 0 170 208 334 13 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue ff 1'14 128 Average Queue (ft) 46 43 95,th QueueIf Link Distance (ft) 278 397 Upstream Blk Time;(°lo)„ u Queuing Penalty (veh) Storage Bay -Dist (ft) Storage 131k Time (%) Queuing Penalty (veh)ail, D LF- 1 I']I One Logistics Park - Winchester SimTraffic Report I Pennoni II Run 10 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/07/2020 ' Intersection: 8: Apple Blossom Dr & Jubal Early Drive ovement EB EB EB WB WB WB NB NB NB SB SB SB ' Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 98 270 250 74 249 289 22 42 38 324 305 96 Average Queue (ft) 52 122 132 31 143 169 2 4 11 166 179 35 ' 95th Queue (ft) 90 215 226 61 243 278 11 21 30 265 273 67 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 ' Intersection: 9: Frontaae Rd & Millwood Avenue -. _ EB _____ ___..__ EB __-. -- WB _ ._ __-.. Wf3 __.__.-_-_— WB NB NB SB Directions Served L T T R L T TR LT R R Maximum Queue (ft) 64 409 441 31 140 70 156 50 92 49 Average Queue (ft) 15 234 268 2 61 16 34 8 52 14 95th Queue (ft) 45 385 415 14 120 47 87 31 88 38 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 26 40 0 Queuing Penalty (veh) 0 4 1 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue _-._._E_B.------ --E--B------ ---W--B - - —W-B- --W-B - 6_7.8,.._ — -- SB - -S-B ] Directions Served T T L T T T T R T R R Maximum Queue (ft) 174 158 278 270 290 241 252 464 5027 283 287 Average Queue (ft) 88 99 126 129 173 9 9 129 1885 179 166 95th Queue (ft) 147 154 222 240 282 82 86 466 4904 267 270 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Blk Time (%) 13 ' Queuing Penalty (veh) 0 Storage Bay Dist (ft) 580 500 ' Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 10 2024 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T R Maximum Queue (ft) 159 449, 569 , 581, 498 559 . : 599 851165 ., 254::- 236 22,8 Average Queue (ft) 119 194 542 542 51 412 467 677 79 125 135 80 95th Queue (ft} 166 485 565 ; 564 292 .567 619 , :;1080 137 198 " 208 172 Link Distance ft 460 460 460 587 587 587 388 388 Upstream'BlkTime(% 0, 52, 60 1; 0 Queuing Penalty (veh) 0 401 463 6 3 198 Storage Bay R1st (ft) '450 450 ==, 290 235 Storage Blk Time (%) 0 52 0 0 6 Queuing Renalty (veh} - = '2 , 113 0'.. 5 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �%� NNB eve P1B Directions Served L L T T R L T T R T T Maximum Queue(ft) = 243 225 465 439 300 146 ` 150 1182 , 350 1128 1084'r Average Queue (ft) 123 132 343 302 136 139 146 937 300 438 149 yr 95th Queue (ft) . 196 187 486 439 = 313 144 ' 151 = 1493 502 A 1236 605` Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Time (%) 34 21 yBlk ,,: Queuing Penalty (veh) 0 . 0 300 150 150 Storage Blk Time (%) 10 0 23 39 19 2 Queuing Penalty (veh) %„ ,-, .,..,, , 12 1,0 123 209 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Moue "ent NB ' S , 9 y .� Directions Served LTR LTR Maximum Queue.,.(ft)_ Average Queue (ft) 38 36 95th Queue (ft) 8Q 76VIE ��� Link Distance (ft) 278 397 Upstream,Blk Time;:(%) .,. %' Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 I I P 1� J One Logistics Park - Winchester SimTraffic Report I Pennoni H � I � I � I I 1 Run 11 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 8: ADDle Blossom Dr & Jubal Early Drive --_..EB.._ ....WB _---W6 WB NB NB NB ..._ -_SB .- - _SB , _- SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 98 210 254 110 233 266 22 38 39 292 346 99 Average Queue (ft) 49 93 115 43 127 155 1 2 8 149 173 38 95th Queue (ft) 91 179 214 82 209 256 7 13 22 239 270 78 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 9: Frontaae Rd & Millwood Avenue Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) EB EB ___._.__.-._. EB _-_.__-.-_-_.--.---.-_----._-___.____._.-_ EB WB WB WB NB ----.--.-----._--._. NB ___-._-_ SB L T T R L T TR LT R R 74 409 403 38 122 74 73 73 131 51 18 233 284 2 45 22 21 16 49 16 50 374 411 16 91 61 60 51 103 40 897 897 210 210 809 332 75 50 180 250 0 31 43 0 1 5 1 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB WB WB NB B84 SB SB i Directions Served T T L T T R T R R Maximum Queue (ft) 176 193 282 353 385 472 4764 314 257 Average Queue (ft) 78 89 124 136 190 160 2562 166 159 95th Queue (ft) 176 181 211 265 321 515 5490 225 239 Link Distance (ft) 210 210 587 587 368 21462 944 Upstream Blk Time (%) 0 15 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 11 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' Directions Served L L T T R T T T L T T R Maximum Queue (ft) 242 450 569 552 53,3 587 596 :. 840 289"' . 348,: 388 235 Average Queue (ft) 119 313 540 538 66 395 450 622 125 156 166 90 95fh Queue (ft) 210 615 558551 336 653 691� 1167. 248 293 292 `" 199 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 48 55 2 ., 0 :; ' 1„ , 27 %, 0 Queuing Penalty (veh) 0 371 425 12 1 5 214 0 st Storage Bay Di(ft) 450 ' 450 i 290' 235 , Storage Blk Time (%) 0 48 2 1 1 0 Queuing Penalty (veh) 2 104 `- ' " `, 5 1 4 0 „ ,.. „ _ , ,. Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike auement ,%/�, i`1 ,NB,�NB N NB �SBSB SBA TSB B1 X l Directions Served L L T T R L T T R T ' Maximum Queue,(ft) 225 247 279 233 ..1�, 59 146 150 1167 350 Average Queue (ft) 119 133 188 157 70 139 146 920 312 67 95th Queue,(ft) =213 � 211 258 229 126 145 152 1430 491 252'"' Link Distance (ft) 531 531 531 ," `1076 1008 Upstream BIk�Timet(%) Queuing Penalty (veh) 0 Storage Bay Dist (f#) 375 300 r150 150 350 Storage Blk Time (%) „ 26 38 18 3 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T LTR LTR Maximum Queue (ft) . 64 , ..,,. 114 128 Average Queue (ft) 2 45 36 95th Queue,(ft),. 22 88 .,. 88 Link Distance (ft) 336 278 397 Upstream Queuing Penalty (veh) � Storage Bay Dist (ft) „ ,.,. % Storage Blk Time (%) , , Queuing Penalfy`(veh) ' One Logistics Park - Winchester SimTraffic Report I Pennoni � I � I I I Run 12 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive ovement - EB EB EB WB WB WB NB NB NB SB . .__.SB. SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 137 190 267 95 288 306 23 56 52 250 244 96 Average Queue (ft) 39 111 129 37 144 169 2 10 12 136 158 23 95th Queue (ft) 88 184 202 75 233 263 12 34 31 212 241 66 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontaae Rd & Millwood Avenue Movement��� � - Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) EB. EB EB. EB WB WB', WB NB, NB SB L T T R L T TR LT R R 74 309 356 34 107 96 111 52 95 95 20 176 210 2 41 24 25 6 47 21 52 282 333 16 80 73 80 23 85 56 897 897 210 210 809 332 75 50 180 250 0 23 39 0 0 4 1 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB WB , . WB - 678 NB B84 Directions Served T T L T T T R T R R Maximum Queue (ft) 201 218 221 304 332 261 473 6545 303 274 Average Queue (ft) 65 79 122 133 177 26 337 3047 175 144 95th Queue (ft) 137 159 197 253 310 148 660 6456 268 242 Link Distance (ft) 210 210 587 587 460 368 21462 944 Upstream Blk Time (%) 0 1 26 Queuing Penalty (veh) 0 2 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 12 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ,. 878 878;4„ .'.EB..' Directions Served L L T T R T T T L T T R Maximum" Queue (ft) 181 450 569 581 552 587 607 840 270 ` 370 326 235 Average Queue (ft) 99 237 538 545 113 443 494 761 147 148 147 76 95th Queue (ft) 158 566 555 571- - 438 ". 594 � 637 ` 1021 277 254 248 - 179 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 54 61 T 2 0 • ' 1 �30 0 Queuing Penalty (veh) 0 416 474 14 1 12 230 0 Storage BayDist (ft)-- 450 450--� 290,235 Storage Blk Time (%) 0 54 1 0 0 Queuing Penalty (veh) 2 117 1 1 1 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement; tV6, ` NB.. NB SB SB SB SB 613, ` B1 ;. :`NB, Directions Served L L T T R L T T R T T Maximum Queue (ft) 202 215 317 290 193 . 144 156 1196 350 1128 1993- Average Queue (ft) 107 120 219 172 62 138 142 1156 325 1046 856 95th Queue (ft) 175 192 302 284 �120 a �143;,, 187 _1177 473 _ 1338 1718= Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Blk Time (%) - 59 66 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 375 300 150, -150, `-- 350 Storage Blk Time (%) 0 24 33 37 2 Queuing Penalty (veh) �.. ,. 0 �:132 179 , 336 11 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike overlent = NB, SB �� Directions Served LTR LTR Maximum Queue (ft)138 Average Queue (ft) 41 19 95th.Queue (ft) 93 50 r Link Distance (ft) 278 397 Upstream Blk Time e Queuing Penalty (veh) Storage Bay Dist (ft) «_, Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Intersection: 8: Apple Blossom Dr & Jubal Early Drive Run 13 2024 Build AM 12/08/2020 EB _------ EB .. _ WB.... -WB_..._ WB . _ -'NB' - _NB .. NB._. ...SB . _... SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 113 198 223 72 269 347 22 38 86 225 252 74 Average Queue (ft) 48 96 133 39 129 158 1 5 14 139 161 33 95th Queue (ft) 88 165 213 65 228 280 8 21 46 216 232 69 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontage Rd & Millwood Avenue ovemeht EB EB EB WB WB WB NB NB SB Directions Served L T T L T TR LT R R Maximum Queue (ft) 60 320 392 179 187 91 30 96 29 Average Queue (ft) 23 200 249 59 28 17 7 39 15 95th Queue (ft) 54 322 369 126 92 59 25 70 36 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 180 250 Storage Blk Time (%) 0 24 38 0 0 Queuing Penalty (veh) 0 4 1 1 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) EB EB WB WB WB B78 B78 SB SB T T L T T T T R R 93 120 358 398 408 269 316 292 283 42 68 169 162 194 10 51 180 161 86 124 302 325 353 92 226 269 244 210 210 587 587 460 460 944 580 .ME One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 13 ' 2024 Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T R Maximum Queue (ft) 200 450 569 569 „ 531 :293 412 366; 155 243 277° 235 Average Queue (ft) 117 225 419 433 19 43 88 24 87 143 159 89 95th:Queue(ft) 182 547 620 619„ 181; 164 305 161. 144 220 242 >. 192 Link Distance (ft) 460 460 4460 587 587 587 388 388 Upstream BIk=Time (%) ,; e. A 1? 15 1 - - Queuing Penalty (veh) 0 87 115 7 Storage Bay Dist (ft) 450 450 290 235 Storage BIk Time (%) 0 12 1 0 Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Bfi Directions Served L L T T R L T T R T T Maximum;Queue (ft) 250� 531 542 523 300 145 150 1172 =350 1104 293' , Average Queue (ft) 129� 159 329 308 130 138 147 841 274 344 16j 95th Queue(ft) 229„ 329 517 519 313 145 151 1473 ;" 510 973: 114 Link Distance (ft) 531 531 531 1076 1008 5830 Upstream 29 5 Queuing Penalty (veh) 0 0 0 0 0 .., „,.. =„ 00StoraeBaf50 1 350yD"ist Storage BIk Time (%) 19 0 16 31 25 2 � Queuing Penalty (veh) %� .=� -23 1 88 „164 227 11 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike NS Directions Served T LTR LTR MaximumQueue Average Queue (ft) 0 49 48 95th Queue A.. Link Distance (ft) 336 278 397 Upstreao BlkTime(%) Queuing Penalty (veh) Storage Bay Rr Storage BIk Time (%) Queuing Penalty (veh) , . ;, _ _... ; „ .., One Logistics Park - Winchester SimTraffic Report Pennoni H L I,I I� u � I I I Run 14 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 8: A Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) le Blossom Dr & Jubal Early Drive EB._..-- --EB--- ---- -EB ----- WB ._.-- ..__._. -ft WB... NB _...NB_.._...NB__._.._--SB —....SB-------SB L T TR L T T L T R L L TR 136 220 248 91 220 303 22 39 34 273 281 55 48 108 130 34 141 162 0 8 9 145 170 24 94 189 213 63 207 251 0 28 24 221 240 53 12371 12371 897 897 693 693 2534 2534 275 450 Intersection: 9: Frontage Rd & Millwood Avenue 200 350 cvement EB EB EB EB WB WB WB NB NB SB Directions Served L T T R L T TR LT R R Maximum Queue (ft) 75 365 414 30 107 96 98 50 154 73 Average Queue (ft) 22 217 254 2 56 26 31 12 47 16 95th Queue (ft) 60 346 389 15 102 69 80 37 99 42 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 28 38 0 Queuing Penalty (veh) 0 5 1 0 Intersection: 10: 1-81 SB On-RamD/1-81 SB Off-RamD & Millwood Avenue ovement EB EB WB WB WB B78 B78 B78 NB B84 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 197 226 163 304 351 243 352 328 473 6449 283 315 Average Queue (ft) 61 88 107 140 203 16 32 21 259 2611 182 164 95th Queue (ft) 138 184 169 264 348 113 185 144 629 6564 263 250 Link Distance (ft) 210 210 587 587 460 460 460 368 21462 944 Upstream Blk Time (%) 0 1 25 Queuing Penalty (veh) 0 3 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 14 2024 Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' Directions Served L L T T R T T T L T T R ' Maximum Queue (ft) 160 450 580 �91 570 = 468 568 593 840 „238 331` 2,35 Average Queue (ft) 232 530 540 109 365 436 660 103 133 142 80 95th Queue(ft) 144 563 585 589 , 421 633 716 1181 192 211 241 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time,(%) 0 48 55 . 0 0 1 26 . , Queuing Penalty (veh) 0 369 Storage' Bay Di§t (ft) 450 ` 450 -, 424 4 0 6 199 290 235 ' Storage Blk Time (%) 0 48 1 0 Queumg:E?enalty (veh) "1 105 - 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement � . �, ,�� . � �` fV6� ��'� BNB NBA BNB. ,: � �5.., SB ��'�SB TSB � B13• B1 Directions Served L L T T R L T T R T T 'Ma !mum (tt) 220230 394 = 332 300 `; ': 146 150_� 1185 350 1� 17 31 „ Average Queue (ft) 111 125 265 229 87 110 95th Queue ft - 188 192 373 350 ;-174 139 136 1155 349 1090 1761 144 1173 `,353 11-12 3542" , Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Blk Time Queuing Penalty (veh) 0 0 t. Storage Bay Dist (ft) 375 300 150 150' ' , 350 Storage Blk Time N 0 0 23 36 25 3 Queuing Penalty (veh) 1 0„�, 128 �� 193 231 14� e Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue ft = 138 (67 Average Queue (ft) 45 41 95th Queue % 106 111 Link Distance (ft) 278 397 Upstream131kTime�(%) Queuing Penalty (veh) , s� Storage Bay Dist (ft) Storage Blk Time (%) Queuing Pealty„(veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni 1 E J Queuing and Blocking Report 2024 Build AM IIntersection: 8: Apple Blossom Dr & Jubal Early Drive -Nf6v,-e,,m,- EB EB EB WB^ Directions Served L T TR L Maximum Queue (ft) 119 253 265 72 Average Queue (ft) 45 111 123 35 95th Queue (ft) 78 195 207 70 Link Distance (ft) 12371 12371 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 Storage Blk Time (%) Queuing Penalty (veh) Run 15 2024 Build AM 12/08/2020 WB.......-. WB.-_____NB. - NB- - SB. _ SBSB_,..._. -. T T T R L L TR 247 272 20 40 331 412 74 149 169 4 11 146 194 32 235 267 15 31 253 298 64 897 897 693 693 2534 2534 350 0 1 0 1 Intersection: 9: Frontage Rd & Millwood Avenue - o._ve.-._--ent .-__.____.___.___,_,.___-___-,_ m EB-_ EB ._.._._ _._.EB.. EB.... ----..-. W._B-_._.__..__.._..... WB ___ __._._.-.-__..�..__...-.____ WB _ NB NB SB � Directions Served L T T R L T TR LT R R Maximum Queue (ft) 73 320 378 50 116 53 76 30 74 70 Average Queue (ft) 15 189 220 2 53 17 16 10 42 19 95th Queue (ft) 47 316 351 17 99 48 54 32 70 45 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 75 50 180 0 22 31 0 0 4 1 0 Intersection: 10: 1-81 SB On-Rama/1-81 SB Off-RamD & Millwood Avenue 250 ----------._.--_-__---.____--_- ovement EB EB .... B"- . W ___..W.B___..._ W___-_-_-------------------_�.___� B - B78 678 NB. _ B84 _-____------.---_-_-- SB SB. 1 Directions Served T T L T T T T R T R R Maximum Queue (ft) 134 161 393 242 295 335 292 484 6860 302 255 Average Queue (ft) 64 80 169 125 172 20 30 258 3945 164 148 95th Queue (ft) 124 158 296 227 271 142 174 627 7828 264 237 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Blk Time (%) 17 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester Pennoni SimTraffic Report Queuing and Blocking Report 2024 Build AM Run 15 2024 Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike W01 1r*- -7 #,i' :2V - -,�M F '011 Directions Served L L T T R T T T L T T R ueue- Maximum Q (ft) 162 450",-" 580, 581 'W '�O --3 7 5 211 -222 Average eue (ft) Queue(ft) 98 234 540 545 122 423 483 771 106 134 137 77 95th 52 5417 • 561 569, 473 `6 -1 " 6,42 209 -- I 56 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk 1"' -' '(O��) , I ' ' ' 0 49 , ' 57:1-1�- 4 Queuing Penalty (veh) - 0 378 445 31 2 1 247 rage ay* A5 Q, 450 Z5 Storage Blk Time 0 49 0 0 euing:, e n a y,,- h ve 2: -0 0 Intersection: 30: Front Royal Pike/1-81 N13 Rams & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R T T aximurn Uwe! (ft)" "Queue �67�� 5�14��64: 531 �qow W: P 1127�,,,-,i'� 49 5 Average (ft) 1) 8 195 324 277 116 137 147 1157 349 1056 2278 95th Queue (ft) 82 545' 51', 154 51 Y 1 1 Link Distance (ft) 531 531 531 1076 1008 5830 Upstream b Queuing Penalty (veh) 0 3 0 0 0 Storage Bay Drst (ft) 3- 150— �,J� 31, Storage Blk Time 15 0 17 32 38 3 Queuing (V -8- 0: 9 173 -AR t Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ROOM W— Directions Served LTR LTR (ft AV'erage Queue (ft) 45 28 95th Queue (ft) 88 59 "NE Link Distance (ft) 278 397 p s 6a Am Queuing Penalty (veh) Storage Bay Dist (ff) A Storage Blk Time QueumPenalt veh One Logistics Park - Winchester SimTraffic Report Pennoni Run 16 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB WB NB .__.__....._.____ NB --------- ._.._. NB ........ SB _.. . SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 137 243 241 119 266 290 22 59 39 314 328 74 Average Queue (ft) 50 88 113 40 135 157 2 12 6 142 162 34 95th Queue (ft) 91 182 207 77 219 245 11 42 23 240 256 71 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontaae Rd & Millwood Avenue ovement EB EB EB EB WB WB - WB _.._..._.. NB NB SB Directions Served L T T R L T TR LT R R Maximum Queue (ft) 74 475 491 25 136 87 109 50 68 51 Average Queue (ft) 16 213 252 1 58 23 25 11 39 17 95th Queue (ft) 47 376 436 9 129 67 75 34 65 42 Link Distance (ft) 897 897 210 210 809 332 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 0 27 37 Queuing Penalty (veh) 2 5 1 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB 678 678 NB B84 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 210 222 217 322 368 227 274 483 5477 322 292 Average Queue (ft) 79 90 111 144 188 8 19 273 2789 172 170 95th Queue (ft) 164 179 185 274 310 78 134 636 5327 265 261 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Blk Time (%) 0 0 22 Queuing Penalty (veh) 1 1 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 16 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T R Maximum Queue (ft) 162 450 580 581 3533 . 605 601, 844° _ , 197 220 238 235 Average Queue (ft) 99 234 539 542 103 422 483 738 100 109 117 85 95th,Queue (ft) 156 568 , . 560 565 ,433 610; ; ,; 652 1090 173 . 184, 202 180 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream BIk Time (%) " 0 51 58 = 2 Queuing Penalty (veh) 0 393 Storage Bay Dist (ft). 450 450 „ 453 19 2 11 235 290 235 Storage Blk Time (%) 0 50 0 0 Queuing Penalty (veh) 3 1�10 �� '0 0 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R T Maximum Queue (ft) 226 180 380 348 133 145 149 1185 350 748 = . , Average Queue (ft) 95th Queue (ft) `. 99 108 208 179 59 137 141 747 262 97 162 = 168 326 = 289 110 154 ,184 . 1405 512 446 ���-��� �� Link Distance (ft) 531 531 531 1076 1008 Upstream Blk Time (%) 17 4 , Queuing Penalty (veh) 0 Storage Bay Dist (ft) 375 300 ! (50 150 - 350 ' Storage Blk Time (%) . 0 23 33 25 2 Queuing Penalty (veh), 0.. _._.: % .126 iy ' 180 235 8 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue (ft) 153 106 .: Average Queue (ft) 60 33 95th=Queue (ft) 127 82 Link Distance (ft) 278 397 Ups treamBlkTime<(%)gas Queuing Penalty (veh) Storage Bay=Dist (ft) i t Storage Blk Time Queumg;Penalty (veh) - a J One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Intersection: 8: ADDle Blossom Dr & Jubal Earlv Drive Run 17 2024 Build AM 12/08/2020 ovement EB EB EB WB WB WB NB NB SB Sf3 SB I Directions Served L T TR L T T T R L L TR Maximum Queue (ft) 96 254 267 110 265 324 42 41 322 311 122 Average Queue (ft) 50 119 143 49 136 159 7 9 180 207 29 95th Queue (ft) 87 213 227 89 226 270 28 30 288 286 80 Link Distance (ft) 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veil) Storage Bay Dist (ft) 275 450 350 Storage Blk Time (%) Queuing Penally (veh) Intersection: 9: Frontage Rd & Millwood Avenue -- - ent -_-_--__--_. Movem EB E-._B__-- ------EB---....EB---------- WB------ WB -B----__..WB_..- - NB -NB_... _._._.._ SB _ ...._.. _.. ) Directions Served L T T R L T TR LT R R Maximum Queue (ft) 75 495 478 36 118 72 116 52 97 51 Average Queue (ft) 25 231 267 2 46 16 35 10 39 16 95th Queue (ft) 61 436 455 16 90 45 90 37 72 42 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 75 50 180 250 Storage Blk Time (%) 1 28 43 0 Queuing Penalty (veh) 4 5 1 0 I Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue �. _ . Mov. -me n. -. t __.....- -_ ..- _ _-___,__-,__------.-------.---.__.._ Directions Served T T L T T T T R T R R Maximum Queue (ft) Average Queue (ft) 144 72 183 99 266 151 391 171 476 212 249 9 254 18 473 112 3455 1405 297 175 364 169 95th Queue (ft) 134 168 244 341 368 85 123 431 3748 251 274 Link Distance (ft) 210 210 587 587 460 460 368 21462 944 Upstream Blk Time (%) 8 Queuing Penally (veh) 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) �) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM Run 17 2024 Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike J Directions Served L L T T R T T T L T T R Maximum Ueuo (ft) ` 228� 11 11, , x ,556 J-' , --b 3 56 2� 59� NO- 287 278- 34�' I 1 11-1 F, 2�� Average Queue (ft) 106 254 473 481 53 247 308 447 156 144 153 82 95th Queue (ft) 6 5 1 4 &x`. 588 - - 680,� I089 , --- 285- 236 263 181 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream; Blk Time (616) AF 0 18 Queuing Penalty (veh) 0 Storage Bay Dist (ft), 0 4 5 oic 240 300 4 2 140 290 5 Storage Blk Time 0 31 0 0 1 0 Queuing Penalty' (veh) 2. 68 1� 0, Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike W 11 I NMT Directions Served L L T T R L T T R T Maximum Queue (ft) g, 4 6, �50 1127 2467Average Queue (ft) 95 e 040) i 120 ibb""', 126 208 167 94 140 30 E 146 51 1156 1176,, 350 �-356 1095 1252 1116 23i _6 Link Distance (ft) 531 531 531 1076 1008 5830 Upstream m 'Blk:Ti e (% 5 Queuing Penalty (veh) 0 0 Storage Bay Di") 375 300 150 j 1 350 Storage Blk Time 0 0 24 32 32 3 uing Q e -P lty-(veh) -ol- I: :� N ' 295 4 ii, "All Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR M ax)Mum ueu Q e Average Queue (ft) 84 95th Qbeue (ft) U30 16770 Link Distance (ft) 278 397 Upstream Blk -'T Queuing Penalty (veh) V- StorageBPy bwft) j Storage Blk Time Queuing enalty (veh) ., AN_ 11 One Logistics Park - Winchester SimTraffic Report Pennoni i I `VD0TVirginia Department of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) _ (1/N) (XI + X2 + X3 ....r XN) Sample Standard Deviation (S,) = V((E(X-X,)2)/(N-1)] Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/VN) % of Sample Mean (E) _ % Tolerance * X, Sample Size Needed = [(Z)2 * (S,)2] / (E)2 Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 10.0 Confidence Interval: 95% X, = 50.6 Tolerance Error: 10% S, = 2.4 Number of Model Runs: 10 E = 5.1 Z = 1.96 Run Number Speed 1 50.6 Sampling Error = 1.51 2 49.7 95% Confidence Interval = 49.1 to 52.1 3 49.8 Percentage of Mean = 2.99% Good,, 4 48.8 Sample Size Needed = 10 5 1 53.8 6 ; 48.8 Z is the number of standard deviations away from the mean 7 I 56 i corresponding to the required confidence level in o normal 8 49 j distribution. 9 48.7 10 50.7 it , 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 SimTraffic Performance Report 2024 Build PM 2024 Build PM I 12/07/2020 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB, Performance by run numb, R 7-yn 31- Denied Del/Veh (s) 32.8 7.2 4.6 25.2 50.1 48.1 8.6 11.8 34.1 28.8 25.1 T6'tal'Del)Veh 80J-`I,--7 9 - 84.8 3 8b., '3 k4 79.3,�, `8�' 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nu R IF` Denied Del/Veh (s) 0.6 0.4 0.5 0.8 0.6 0.8 0.9 0.8 0.6 0.6 0.7 Total De 49.8: eh�(s)� 48.8 488 56.0 49.0, 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num I Denied Del/Veh (s) 3.1 1.6 2.8 1.5 0.4 2.1 0.8 1.2 2.5 0.2 1.6 Total 0"I'N­"'i f ,, 0. 7 -14 4 3 38.1 A 190.0' 151.2-,,,, 197,3 15840427,9 156.4 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number 91- 1 Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Z.7 -3 _35. 677 A3 Tota,!,D �31 40.6 E�� 6b.4"--": 5�4. n I I 1, i 1, I I One Logistics Park - Winchester SimTraffic Report Pennoni I I "�\\Y\IDOTof Virginia DeptitUnenl Transportation Sample Size Determination Tool, Version 2.0 User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) = (1/N) (X, .1. Xi 4 X; ....i. XN) Sample Standard Deviation (S,) = V[(i(X-X,)')/(N-1)] Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/VN) %of Sample Mean (E) = %Tolerance * X, Sample Size Needed = [(Z)' * (S,)'] / (E)' Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 10.0 Confidence Interval: 95% X, = 9527.0 Tolerance Error: 10% S, = 1070.3 Number of Model Runs: 10 E = 952.7 Z = 1.96 Run Number Speed 1 8799 Sampling Error = 663.38 2 9449 95% Confidence Interval = 8863.6 to 10190.4 3 11449 Percentage of Mean = 6.96% Good', i 4 8679 Sample Size Needed = 10 5 9126 6 8513 Z is the number of standard deviations away from the mean 7 9712 corresponding to the required confidence level in a normal j 8 10642 distribution. 9 j 10651 10._ 8250 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Run 1 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 iIntersection: 13: Bend ovement ............. NB 4 Directions Served T Maximum Queue (ft) 505 Average Queue (ft) 35 95th Queue (ft) 245 Link Distance (ft) 1088 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M - _--E- B - _ EB 'EB EB _ _.... B78 B78 _... B78 - -----"--.-----WB WB _._... WB W---B_.. Nl3 Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 375 604 627 573 290 421 437 235 314 Average Queue (ft) 439 448 532 252 589 482 223 111 362 407 235 179 95th Queue (ft) 448 455 533 344 611 791 578 242 462 428 235 285 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 9 0 32 0 69 525 21 161 5 41 0 0 11 112 34 352 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 16 48 62 0 19 46 45 Queuing Penalty (veh) 76 224 378 0 17 392 253 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ... K_._ _._.-_-__ -- - --_ NB— - _ _ --NB - - NB ---- NB SB SB SB SB ------- ]—_ ..._..-ovement Directions Served L T T R L T T R Maximum Queue (ft) Average Queue (ft) 554 263 568 547 600 544 300 174 145 120 149 85 555 160 350 62 95th Queue (ft) 505 563 566 395 158 198 418 282 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 3 57 48 Queuing Penalty (veh) 10 218 183 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) Queuing Penalty (veh) 75 65 1 2 8 28 19 62 4 17 0 1 irl One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 1 Queuing and Blocking Report 2024 Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike 2024 Build PM 12/07/2020 Directions Served T T T T R LTR LTR Maximum,Queue (ft) ,` 80 , 91 , '372- - '370" 368- ,� 72_ 86 Average Queue (ft) 3 4 245 346 38 26 30 95th Queue (ft) 27 ,32 463 217 60 74 Link Distance (ft) 398 388 336 336 336 d 278 397 Upstream Blk-Time° (%) 4'`-' 21 1 Queuing Penalty (veh) 28 139 10 6 Storage'Bay Dist-(ft) . , Storage Blk Time (%) 0 4 �,-- .. Queumg,Penalty (veh) -`0 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike o ement %%E13 ES . , E7 EB WB 1(�B,,W13 . �1V79 879 NB N Directions Served L T T R L T T R T T L TR Maximum Queue (ft} - 60 257 295 l ,269 =1000 1157 1146 ,„500 925 924,; 217, , 114 Average Queue (ft) 95th Queue (ft) - 13 102 105 39 208 230 14 797 1109 1110 161 723 741 96 1425 1195 1189 545 1203 1208 - 82 40 174' 78 Link Distance (ft) 336 336 1038 1038 907 907 408 408 Upstream BlkTime'(°lo) 49 Queuing Penalty (veh) _. 509 822 18 30 Storage Bay Dist(ft) 3]0 270_ 1000 500 d Storage Blk Time (%) 0 0 0 44 78 0 Queuing Penalty (veh) 0 _ 4 12 12,.� ... a...,.. ,.. . Intersection: 40: Delco Plaza/Tulane Drive &*Millwood Pike Directions Served LTR Maximum Queue (ft) 124 Average Queue (ft) 41 95th QueuANK e 82 Link Distance (ft) 448 Upstream Blk Time:(°lo) Queuing Penalty (veh) Storage Bay Dist`(ft) ,, Storage Blk Time (%) Queuing Penalty-(veh) A" , 1 I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 1 2024 Build PM 12/07/2020 Movement EB EB EB EB WB WB WB B39 B39 672 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 204 133 156 31 365 922 908 458 448 891 879 264 Average Queue (ft) 127 32 51 1 90 785 792 266 271 485 485 144 95th Queue (ft) 194 84 104 10 327 1060 1046 592 600 1146 '1145 243 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 42 44 44 45 6 8 Queuing Penalty (veh) 397 419 415 425 58 75 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 45 Queuing Penalty (veh) 1 14 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement NB SB SB Directions Served R LT R Maximum Queue (ft) 108 115 155 Average Queue (ft) 23 56 80 95th Queue (ft) 50 100 140 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni r Queuing and Blocking Report 2024 Build PM Run 1 2024 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike 8, FEE`WB,2WB NB SPEAK NB Directions Served L T T R L L T T R a L L R Maximum Queue (ft) ;,86 , 153 128 ; ; 75 - 163 . ; 350 2.502 "' 2478 - 300 175 192: 11 fi Average Queue (ft) 23 60 61 27 85 177 1005 1003 115 92 108 45 95th,Queue (ft) = . 55 1'29 =128 63132 425 ;-2487 2491� 343 �155163� 89; Link Distance (ft) 836 836 2492 2492 487 487 487 Upstream Blk Time-(%)� Queuing Penalty (veh) 2 Stt rage Bay Dist (ft) 330 ;, 0 300 350' ' 350 0 300` Storage Blk Time (%) 0 31 39 1 Queuing Penalty (veh) 56 - 24 >,: 4 :? Intersection: 100.- Coverstone Dr/Inverlee Wv & Millwood Pike sue, g IFr Directions Served L R Maximum,Queue (ft) . 71 66 Average Queue (ft) 95th` Queue (ft) _ = 22 24 $3 5130- Link Distance (ft) 1207 UpstreamBlk Time+(%) Queuing Penalty (veh) Storage Bay Disf (ft Storage Blk Time (%) Queuing Pehalty (veh} Intersection: 110, Millwood Pike & SulDhur SDrinas Rd X11 B6 B6SB' TSB g SB Directions Served L R T T R T T UL T T Maximum Queue (ft) 215 244 790 791 290 312 404 , ; 377 `,179 162--' Average Queue (ft) 107 120 438 471 146 29 36 221 68 72 95th ;Queue (ft) 183 211 739 793 341 167 213 335 ; 149, 142 Link Distance (ft) 508 693 693 �- 15336 15336 2492 2492 Upstream Blk Time:(%) 3 Queuing Penalty (veh) 0 �� 0 Storage Bay Dtst,(fo 450 Storage Blk Time (%) 19 1 Queuing Penalty (veh) s'54 5 I One Logistics Park - Winchester SimTraffic Report Pennoni 1 � I � A I I I I Queuing and Blocking R8DOd 2024Build PM Run 2074 Build PM 12/07/2020 Intersection: 30' Front Royal Pik8/181 NB Ramps & Millwood Avenue/Millwood Pik ---�EE - EB --E B---B78--B7 8-'B 7 8---0UB--'WB --YVB-'-W B�-'- Directions Served L L T T T T T L T T R L Maximum Queue UD 445 450 551 361 006 800 751 200 428 424 235 376 Average Queue (N 439 448 532 178 501 270 154 00 389 408 235 231 O5|hQueue (N 445 453 632 257 509 882 543 222 430 422 235 381 Link Distance (A) 480 480 687 587 587 388 388 Upstream B|kTime (96) O 19 70 27 2 2 12 34 Queuing Penalty (vah) O O 534 207 12 18 128 349 Storage Bay Dist U0 450 450 280 235 375 Storage 8|kTime (Y6) 23 47 52 O 20 44 48 2 Queuing Penalty (veh) 107 217 318 1 18 378 273 6 Intersection: 30: Front Royal Pik /} 81 NB Ramps & Millwood Avenue/Millwood Pik �� -_�-S-�- �B- 88 ---- ------- Directions Served L T T R L T T Maximum Queue Kd 541 825 571 300 143 147 197 Average Queue UU 341 550 540 131 113 02 53 95thQueue UA 602 584 555 338 152 188 143 Link Distance (0 531 531 531 1088 Upstream 8|kTime (9@ 5 51 33 Queuing Penalty (voh) 18 185 128 Storage Bay Dist 08 300 150 160 Storage 8|kTime (Y6) 5 60 O 4 4 O IDt8nS8CtiOD: 31: Gas Station [}[imSYV8V/HOtHl D[iVeVVGV& Millwood Pike Directions Served T T R LTR LTR Maximum Queue U0 385 370 370 203 102 Average Queue (h) 303 348 28 45 SO 05th QuouoUA 420 308 178 107 83 Link Distance (h) 336 336 338 278 307 Upstream 8|kTime /Y6\ 7 21 1 Queuing Penalty (vah) 44 143 O Storage Bay Dist U0 Storage B|kTime (96) 7 Queuing Panu|tykmh\ O One Logistics Park Winchester SimTraMoReport Run 2 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Moverr2ent , rr EB %„ EBB U1B WB INB2t� "v B79 B79 ' ,E8 s Directions Served L T T R L T T R T T L TR Maximuoueue'(ft) 61 173 176 11 1000 1146 1146 500 917 937 200 93 Average Queue (ft) 8 59 72 4 679 1113 1119 72 794 816 100 35 95th Queue(ft) e 29 146 157 12 1400 = 1149 1140,5 360' 1037 1072; 194 71 Link Distance (ft) 336 336 1038 1638 907 907 408 408 Upstream Blk Time,, (%) ;' 49 88 1 3- Queuing Penalty (veh) 515 920 15 36 �.. Storage Bay Dist (ft) ' -. 370 270 1,000 500 Storage Blk Time (%) 0 45 81 0 y Queuing Penalty (veh) , 4 12 12 3 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 1 1 1 1 7�� Directions Served LTR Maximum Queue (ft) 194 Average Queue (ft) 46 95th Queue (ft) 11356 Link Distance (ft) 448 Upsk,-41` Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (ye '�� - ... -�- �d �,- J� �� - - �� Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza loveme,fy, B-w )r ,; B t+1�6 NB i NBA i+�B BB sB��SB5 7 Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) = 309 -304 220 252 e 299 = 428 432 468 149 " 178, 191,= 28 Average Queue (ft) -. 136 64 75 107 63 366 364 379 12 86 98 3 95th Queue (ft) - 287 177 162 216 244 a �,� 488 499 - 58' 147: 165 14 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Tune(%) 15 0 �= Queuing Penalty (veh) 0 0 40 39 ' 167 162 ` 71 298 43 , Sfora e l3a Dist ft 300 150 =; Storage Blk Time (%) Queuing Penalty (veh) 0 0 �;,.. 58 0 0 -ad - El I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 2 2024 Build PM 12/07/2020 ovement EB EB EB EB WB WB WB 639 B39 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 280 507 505 50 364 922 922 458 435 876 893 286 Average Queue (ft) 186 123 79 5 21 870 866 353 348 533 538 118 95th Queue (ft) 329 384 277 26 132 983 991 610 600 1105 1115 209 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 52 56 54 57 4 8 Queuing Penalty (veh) 497 538 521 548 41 76 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 14 2 0 51 Queuing Penalty (veh) 62 3 0 17 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB SB SB Directions Served R LT R Maximum Queue (ft) 45 162 94 Average Queue (ft) 17 63 51 95th Queue (ft) 33 122 92 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 2 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L T T R L L T T R L L R Maximum Queue (ft) 64 166 138 86 ; 249 . 350 - , 2502 2498 `` 300 Average Queue (ft) 28 51 59 22 101 225 1151 1165 83 150 165 65 95th Queue (ft) ' - 60115 e - 1'19 �� +56- , ;196 465 - 2783. 2789 290 ,-, 274) v 294` 150 Link Distance (ft) 836 836 2492 2492 487 487 487 UpstreamBlk Queuing Penalty (veh) 9 6 Storage Bay Dist300: 350-350 300 Storage Blk Time (%) 1 34 40 0 Q--ueuing. Penalty (veh) 4 62 - 25, - Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queue (ft) 263 258 807 Z91 290 '.'1020 1024 369 141 161 Average Queue (ft) 118 124 544 544 196 71 82 197 57 64 95th Queue (ft) ' - 205 213870 , 388 447 327 121 122 ;. Link Distance (ft) 508 693 693 15336 15336 2492 2492 Upstream Blk Time (%).,,- 14 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 _ - 290 30 4All d Storage Blk Time (%)� 25 1 One Logistics Park - Winchester SimTraffic Report Pennoni n L� F 1 Run 3 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 489 605 604 813 290 412 429 235 332 Average Queue (ft) 95th Queue (ft) 439 449 445 452 532 533 227 388 589 609 385 770 230 673 122 276 371 459 408 426 234 217 240 327 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 19 68 0 20 3 3 12 34 Queuing Penalty (veh) 0 0 521 2 152 26 19 120 352 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 16 51 51 0 24 44 40 ' Queuing Penalty (veh) 74 237 312 0 22 377 221 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB Nl3 -.NB._ .... SB _.... SB --SB -----..._. - _. _.... SB Directions Served L T T R L T T R Maximum Queue (ft) 553 591 564 300 144 150 631 350 Average Queue (ft) 317 549 540 234 134 102 277 124 95th Queue (ft) 576 571 557 418 147 198 601 399 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 2 50 39 ' Queuing Penalty (veh) 8 195 152 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 74 1 17 22 17 1 Queuing Penalty (veh) 64 2 58 73 85 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB WB NB SB - � Directions Served T T R LTR LTR Maximum Queue (ft) Average Queue (ft) 359 301 372 349 345 49 136 47 174 50 95th Queue (ft) 445 372 246 94 125 Link Distance (ft) 336 336 336 278 397 Upstream Blk Time (%) 7 23 2 Queuing Penalty (veh) 49 154 15 Storage Bay Dist (ft) Storage Blk Time (%) 7 Queuing Penalty (veh) 0 t One Logistics Park - Winchester SimTraffic Report Pennoni Run 3 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike W6 � WON— 6�9�� �� �� � Directions Served L T T R L T T R T T L TR Maximum61 267- 276 263 1000 1733 1157 500 949- 949 ` 160 91- Average Queue (ft) 11 88 „ 97 16 774 1108 1118 125 E 758 773 84 32 95th Queue (ft) : 33, 200 214 96 1399 „ ,.1155 1170 480 ,„ 1167 '1191. 149 - 68 �. Link Distance (ft) 336 336 1038 1038 907 „ 907 408 408 Upstream Blk Time (%).." 49 Queuing Penalty (veh) Storage Bay Dist (ft) 370 509 841 8 29 270 :1000 ,.,` 500 „ Storage Blk Time (%) 0 0 1 46 76 0 Queuing Penalty (veh) 0 05 12 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovement Directions Served LTR Maximum Queue (ft) 156 = >e. �e- - Average Queue (ft) 51 95th Queuek(ft). 122 _ Link Distance (ft) 448 Upstream BlkTime(%) -"�A Queuing Penalty (veh) A Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalt(v y.eh) ....". -� Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 309 ' 309 „ ,93 160 ,< 300 415 471 433 16 200 : 211 29 Average Queue (ft) 162 43 46 83 37 294 328 346 3 95 115 3 77 95th Queue (ft) 318 134 83 140 161551 ," ' S57 576 12 - 164 202 12 .� Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time(%) 6 1= - 28 %42 62 Queuing Penalty (veh) 0 0 116 173 254 Storage Bay Dist eft) .. -,- ` ` :' ..:300 :. 150 A. Storage Blk Time (%) ., 0 32 1 Queuing P .- 1 I One Logistics Park - Winchester SimTraffic Report Pennoni Run 3 Queuing and Blocking Report 2024 Build PM ')n')n Q-drl onn 1')/07/,)n,)n nn• A.— 4 ED—. ,+— F-n 6vement EB EB EB EB WB WB WB B39 B39 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 280 530 441 54 364 921 922 447 435 890 890 350 Average Queue (ft) 202 182 134 5 73 797 805 339 341 620 632 175 95th Queue (ft) 310 480 354 28 290 1146 1134 604 609 1208 1229 294 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 54 60 57 64 11 13 Queuing Penalty (veh) 521 579 552 615 104 123 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 19 1 0 0 48 Queuing Penalty (veh) 84 2 0 1 16 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB SB SB Directions Served R LT R Maximum Queue (ft) 45 117 136 Average Queue (ft) 20 60 71 95th Queue (ft) 41 102 122 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Run 3 2024 Build PM 12/07/2020 IV Directions Served L T T R L L T T R L L R Maximum Queue (ft) 87 157 162 89 s, 197 350.,.2511 - 2535 300; 370 384 150 Average Queue (ft) 29 56 56 23 90 243 1527 1530 113 200 212 57 95th Queue (ft) 73 119 127 60 146 481 3207 3207 34 356 366 117 Link Distance (ft) 836 836 2492 2492 487 487 487 Upstream Blk Time (%) 2 3 Queuing Penalty (veh) 13 28 Storage Bay Dist (ft) 330 300 350. 350 300 Storage Blk Time (%) 1 45 54 1 Queuing Penalty (veh) 5 .. 84 34� - 4 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike , lovemerife �j W." ONESB, Directions Served L R Maximum Queue'(ft) 70 66 Average Queue (ft) 25 28 95th Queue (ft) 55 55 Link Distance (ft) 1207 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing,Penalty (veh) -- Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queue (ft) 132 218 808 796 290 _ 2904 _ 2964 363, 155:159 Average Queue (ft) 85 122 640 666 220 873 891 188 52 56 95th Queue (ft) 138 196 945 951 �392 ;2621 2644 309 112 s 115 Link Distance (ft) 508 693 693 15336 15336 2492 2492 Upstream Blk Time ;,(%) 37 '41 - .. �. Queuing Penalty (veh) 0 0 Dist.(f) Storage ' 450Bay a , 430 =.. Storage Blk Time (%) 44 2 Queuing Penalty'(veh)� 121. 14, One Logistics Park - Winchester SimTraffic Report Pennoni it I 1 I 1 11 Queuing and Blocking Report 2024 Build PM Intersection: 13: Bend Directions Served Maximum Queue (ft) Average Queue (ft) 9501 Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) T 671 748 47 79 327 455 1088 1088 Run 4 2024 Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement' _EB _ -. __ ___-------____-- EB --..__--_____.___ EB EB ._.___B78_. B78 _ __ ______..___- B78 W___B _WB--..._-,_ WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 326 605 617 840 290 407 427 235 340 Average Queue (ft) 440 449 532 219 553 442 215 99 364 406 235 203 95th Queue (ft) 447 452 533 334 692 755 612 236 449 424 235 324 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 3 29 68 20 6 3 6 33 Queuing Penalty (veh) 0 0 523 153 48 22 66 340 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front 450 450 25 47 58 117 219 354 290 235 375 0 18 46 47 0 17 397 264 I Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ---------.-_----.------_.--...______._._._..______ ovement NB NB NB NB _---.--.---.-----___._------------.---------_.._-.___..-.----.------------..-.. SB SB SB SB � Directions Served L T T R L T T R Maximum Queue (ft) 552 580 552 300 146 149 377 350 Average Queue (ft) 260 537 526 223 117 72 112 37 95th Queue (ft) 468 579 573 405 161 181 322 215 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 3 33 27 Queuing Penalty (veh) 11 123 100 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 69 0 7 12 5 0 Queuing Penalty (veh) 60 1 22 42 22 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 4 Queuing and Blocking Report 2024 Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike 2024 Build PM 12/07/2020 Directions Served T T R LTR LTR Maximum Queue-(ft) 375 : 374 ; ; 343 - 94 128 Average Queue (ft) 255 345 24 32 34 95th Queue (ft) 440 364 170 „ , , 70 78 Link Distance (ft) 336 336 336 278 397 Upstream Blk Time; (%) 5 Queuing Penalty (veh) 34 136 3 Storage Bay Dist (ft) , Storage Blk Time (%) 5 Queuing Penalty (veh) „ 0 Intersection- 40: Delco Plaza/Tulane Drive & Millwood Pike oveentsh> DEB ' ...,ESE DEB WB . , INB- W8 WB B79'' 879� NB Directions Served L T T R L T T R T T L TR Maximum Queue (ft) - - 67 235 245 11 1000 1157 1157; 500= =�909 923 ° 154 71 Average Queue (ft) 15 92 100 5 TO 1116 1116 178 820 847 83 38 95th Queue,( 43 204 221 '13 1393 1136 1137 573 ': 969 976.= 131 69 Link Distance (ft) 336 336 1038 1038 907 907 408 408 Upstream BIk Time (%) ��s . ... ti ,. e 50 , 87 Queuing Penalty (veh) 517 907 5 8 Storage Bay Dist (ft) 37,0 - 270_il 1000 500�" ' Storage BIk Time (%) 1 46 81 0 Queuing -Penalty (veh) 5 12 12 4 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Storage BIk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni i 1 1 i 1 1 1 1 1 1 1 1 i 1 I 1 L Queuing and Blocking Report 2024 Build PM Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr Run 4 2024 Build PM 12/07/2020 Movement _-.NB.._ -_----------- _._--. Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 8 95th Queue (ft) 28 Link Distance (ft) 369 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB WB -- B39 639 B72-----B72---- NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 177 176 195 31 364 911 933 458 435 912 896 251 Average Queue (ft) 100 43 63 4 22 836 836 348 344 591 599 130 95th Queue (ft) 144 114 138 21 132 1062 1063 603 594 1188 1192 227 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 50 55 53 57 5 6 Queuing Penalty (veh) 479 527 503 549 46 59 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 0 47 Queuing Penalty (veh) 0 0 15 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) R LT R 64 156 176 24 76 72 48 139 130 424 267 225 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Run 4 2024 Build PM 12/07/2020 Intersection: 100: Coverstone DOnverlee Wy & Millwood Pike I oG emenf_ ,, -�. Directions Served L T T R L L T T R L L R Maximum-Queue.(ff) 68 109 114 --- 94 176, 350 2491 2528 ' 300 ' 324 : 311 170 Average Queue (ft) 28 46 52 31 86 215 1131 1137 114 157 171 68 95th Queue(ft) 62 85 100 �_ ,,, �.w e_,- Link Distance (ft) 836 836 80 159; 455 2685 2492 2687 2492 343` , 266 �.- 487 27q 487 131 487 Upstream"Blk Time AA� 0 0 Queuing Penalty (veh) Storage -Bay Dist (ft) 33U 0 30,0 350 350 4 Storage Blk Time (%) 1 33 39 0 Queuing Penalty (veh) „ 4 ` 59 24 3, ,- Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R Maximum Queue ft 49 104 Average Queue (ft) 19 28 q 956Queue ft 46 68 -� ,- Link Distance (ft) 1207 r Upstream=Bik TimeF(°lo) m�� ., o Queuing Penalty (veh) Storage Bay Dist Storage Blk Time Qieum Penalt : veh f Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R UL T T Maximum Queue (ft) 221 j 294 '733 - , 716 290 .:: 290 155 14Q Average Queue (ft) 127 132 446 437 142 199 68 62 95th Queue (ft) , = 206 242 721 738 328 298 139 131 Link Distance (ft) 508 693 693 2492 2492 Upstream Blk Time Queuing Penalty (veh) 0 0 ,- - - Storage -Bay Dist (ft) 450 , 290 430 Storage Blk Time (%) 21 1 Queuing Penalty (veh) ,,, ,:- '' ; 60 6 0 11 J' 1 I One Logistics Park - Winchester SimTraffic Report Pennoni Run 5 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 ' Intersection: 13: Bend ovement ......_.._____ NB Directions Served T Maximum Queue (ft) 737 Average Queue (ft) 52 95th Queue (ft) 362 Link Distance (ft) 1088 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike Movement - -- -- EB - EBm-_._._ EB -- EB _ __ -_ B78 -,T B78 --- B78 -------- WB WB WB WB NB Directions Served L L T T T. T T-__.---- L T,-------- T-_---_.—_ R L Maximum Queue (ft) 446 450 532 368 622 599 777 290 416 417 235 375 Average Queue (ft) 440 449 532 218 590 373 188 98 374 403 235 363 M 95th Queue (ft) 447 453 533 333 605 714 568 236 449 419 235 391 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 1 0 23 0 70 534 24 185 3 22 0 3 11 114 37 376 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 23 57 66 0 22 46 45 14 Queuing Penalty (veh) 108 266 404 0 21 392 249 40 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB -� Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 571 502 587 546 574 537 300 179 144 108 149 54 280 76 95th Queue (ft) 633 575 573 396 152 152 198 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 30 40 34 Queuing Penalty (veh) 115 154 131 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 41 66 1 2 5 3 Queuing Penalty (veh) 115 57 1 8 18 14 I 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Run 5 2024 Build PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike A 1g4e -7 Nvg ', 7,g Directions Served T T R LTR LTR Maximum 0606 (ft 366-367-,- 92,86 Average Queue (ft) 308 347 24 39 35 70 6*e, 366, '169 71 Link Distance (ft) 336 336 336 278 397 " 1-' Qp§tr,e BlkiTime 2,5- Queuing Penalty (veh) 43 168 3 8i<orage Bay Dist Storage Blk Time 7 Que uin4perolty(veh0', Intersection: 40: Delc o Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R T T L TR u Maximum202 4 ' 2 1" 1 OOQ 14 1146 - Average Queue (ft) e- 8 60 69 4 19 859 1101 1426 1 207 1107 206 125 480 784 792 85 3Oi' 31 53 �159 '',12 Link Distance (ft) 336 336 1038 1038 907 907 408 408 4w 50 81 Queuing Penalty (veh) 522", 842 11 14 A 270 1,0 0 N Storage Blk Time (%)i, 1 47 81 0 h)v. Queuing P (ve 6 12, 12..- ,2 , Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue 15 '1- Average Queue (ft) 49 X Link Distance (ft) 448 Upstream r h Queuing Penalty (veh) 00 J- Dist -, Storage Bay --b- Storage Blk Time P ", Queuin 19 plb y: -4 I I I One Logistics Park - Winchester SimTraffic Report Pennoni I I 1 Run 5 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr ovement Nf3 I Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 12 95th Queue (ft) 33 Link Distance (ft) 369 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 - .___..._..----.._...----...,.__.._._-_,_.,,___._. ovement EB EB __.._.___.__-___..________._...._..---__. EB EB WB WB WB B39 B39 B72 B72 -'-NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 277 306 97 29 365 922 922 434 447 888 890 216 Average Queue (ft) 122 59 57 3 109 799 812 304 302 534 536 123 95th Queue (ft) 230 157 98 17 374 1073 1046 609 610 1176 1180 207 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 51 56 54 57 10 12 Queuing Penalty (veh) 483 534 508 540 89 110 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 0 57 Queuing Penalty (veh) 2 1 18 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB SB SB { Directions Served R LT R Maximum Queue (ft) 45 159 155 Average Queue (ft) 17 54 52 95th Queue (ft) 36 118 106 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni I Run 5 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike ..,.3 .. .a�,ve. � � Directions Served L T T R L L T T R L L R Maxi'mum.Queue,(ft) 66 132 115. '93 , .159 .. _ 350 `2530 .,, 2534 300 : 194 ; 212' ,-, 144 Average Queue (ft) 22 48 40 25 79 163 833 844 132 106 127 56 95th Queue (ft � ' O , 5$ n - 99 ,96 . �69 = 133 ` 411 2271 z. -.. =.2284, 369 176 �195 _ 116 Link Distance (ft) 836 836 2492 2492 487 487 487 r, Upstream Blk Ti Queuing Penalty (veh) Storage Bay Dist (ft) . 330 300 13 350 350 16 "300 Storage Blk Time (%) 0 31 36 1 Queuing Penalty (veh) 2_' : 56 : = 22 °; •,. 5 `< Intersection: 100: Coverstone Dr/Inv erlee Wv & Millwood Pike OV�tilent ...%�•��"..,,�,..,.. _�/ SB" .". /SB . �,��,F• �" ��" .. '� � % y .�� � ._ �."� ����',, �f , Directions Served L R Maximum Queue,(ft). 49 88Jo Average Queue (ft) 95th Queue (ft) 19 = 46 22 5,4 .' /. Link Distance (ft) 1207 Upstream 131kT,me(%) Queuing Penalty (veh) Storage Bay Dist(ft), 300 Storage Blk Time (%) Queuing Wenalty (veh) Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queue (ft) „ 200 " 248 789 796 290 631 703„ 352 185 Average Queue (ft) 110 " " 130 497 518 214 34 34 217 67 72 95th Queue (ft) " . 188 236 758 „809 399 235J11 J234 298 149 158 Link Distance (ft) 508 693 693 15336 15336 2492 2492 lk Trme (%) Upstream BANVAIK .•,. r =, " = 8 ;10 /AISNE Queuing Penalty (veh) 0 0 Storage,Bay Dist (ft) 450 290 430 Storage Blk Time (%) QueuPenalty (veh) ; 26 1 73 1Q ,`: ,-: I One Logistics Park - Winchester SimTraffic Report I Pennoni ' Run 6 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 rIntersection: 13: Bend Movement NB ' Directions Served T Maximum Queue (ft) 756 Average Queue (ft) 49 95th Queue (ft) 339 Link Distance (ft) 1088 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement _-____-.------ EB EB - .. _ EB ------ -- _, EB _ BZ8 B78 _... _._ B78 WB WB _ _ _ ... WB _.._.., WB Nf3 Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 551 458 602 593 803 290 420 440 235 374 Average Queue (ft) 438 448 531 237 535 338 199 90 374 407 235 215 ' 95th Queue (ft) 445 452 555 379 766 701 638 178 468 423 235 320 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penally (veh) 0 0 17 0 63 481 0 0 23 176 4 32 2 13 9 92 35 364 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 20 33 53 0 18 43 47 0 Queuing Penalty (veh) 95 155 327 0 17 372 261 1 Intersection: 30: Front Royal Pike/I-81 NB Ramps & Millwood Avenue/Millwood Pike --- - - M --- F------ NB NB —-------_ NB NB _ _--- SB ---- SB _ __-___—__-_-.-- ---_---__SB _._ Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 536 283 573 548 561 546 300 215 147 115 148 66 300 70 95th Queue (ft) 512 564 562 416 154 166 189 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 2 54 44 Queuing Penalty (veh) 9 210 169 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) Queuing Penalty (veh) 0 1 71 61 1 3 7 23 8 25 2 8 1 L] ' One Logistics Park - Winchester Pennoni SimTraffic Report Queuing and Blocking Report 2024 Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 6 , 2024 Build PM 12/07/2020 Directions Served T T R LTR LTR Maximum Queue (ft) 357 36f 339 a 118 64 Average Queue (ft) 269 344 12 45 28 95th Queue (ft) 430 367 116 Link Distance (ft) 336 336 336 278 397 Upstream'Blk Time(%)` „ Queuing Penalty (veh) 27 .. 129 1 ,-.. Storage Bay -Dist (ft)-' Storage Blk Time (%) 4 Queuing Penalty (veh) 0: Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Mo e5nt!%8B ,83 EBf Directions Served L T T R L T T R T T L TR Maximum Queue (ft) 43 169 197 56 fi000 1146 1157 500 920 938 230 Average Queue (ft) 13 84 88 9 572 999 1032 125 616 639 91 35 95th Queue (ft)= 36 189 193 33 1341 1444 1410 ... _ .. 482 1227 1255.' 171 71 Link Distance (ft) 336 336 1038 1038 907 907 408 408 Upstream Blk Time _�,.. 70 � . 2 Queuing Penalty (veh) 378 733 13 19 Storage Bay Dist (ft) 370 _ 270 1000 a-. 500 iv Storage Blk Time (%) 1 34 73 0 Queuing Perialty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike OR TSB I . , ,y �MINOfi Directions Served LTR Maximum,Queue`(ft) 111 Average Queue (ft) 55 95t06eue,(ft) 98 N, Link Distance (ft) 448 ,- Upstream Blk`Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 I 11 Fj J 1 1 I One Logistics Park - Winchester SimTraffic Report I Pennoni Run 6 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 rIntersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB WB B 3 9 B39 B 7 2 B 7 2 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 280 463 408 31 365 933 933 458 448 890 885 367 Average Queue (ft) 206 87 69 3 60 723 736 213 218 384 387 147 95th Queue (ft) 311 293 228 19 266 1107 1110 559 561 1053 1057 268 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 38 41 37 40 8 9 Queuing Penalty (veh) 351 385 345 368 75 85 ' Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 6 1 0 40 Queuing Penalty (veh) 27 1 1 13 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement NB SB SB Directions Served R LT R Maximum Queue (ft) 45 118 128 Average Queue (ft) 21 63 57 ' 95th Queue (ft) 42 112 106 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) ' Queuing Penalty (veh) 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Run 6 2024 Build PM 12/07/2020 , Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike , Directions Served L T T R L L T T R L L R Maximum Queue (ft) ' 65 130 115 95 161 ` .- 350 2467 2466 300 203 224 ;89. Average Queue (ft) 22 52 54 33 74 157 632 645 71 106 120 46 95th Queue (ft) 51 1'02 105 76 ,, a 122 ::- 395 1870- 1888 -- `269 176 192 ;;88 Link Distance (ft) 836 836 2492 2492 487 487 487 Upstream Blk Queuing Penalty (veh) Storage Bay Dist (ft) 330 300 350 -, 350 300 Storage Blk Time (%) 0 23 29 0 Queuing'Penalty(veh) 2 41 17 ' 3 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike u- Movement: Directions Served L R N*i(Ttum;QU2ue (ft) Average Queue (ft) 20 22 95th Queue (ft) ; ,' = 43r 50 Link Distance (ft) 1207� Upstream Blk Time Queuing Penalty (veh) - Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty(veh) : A Intersection: 110: Millwood Pike & Sulphur Springs Rd Moyement - .TB�......._tTB NBA Ns� - B6 66„ ,St3 SB S6. Directions Served L R T T R T T UL T T Maximum Queue (ft) 238 326 770 772 290 „78 107 417 " ` 181 157jffi ;.' Average Queue (ft) 114 133 453 461 150 3 4 248 65 . 63 95th Queue (ft) - gl735 336 27 37 387 150 . 135 a Link Distance (ft) 508 693 693 15336 15336 2492 2492 Upstream Blk Time (%) 1 1 e Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 290 430 ,> Storage Blk Time (%) 19 1 0 Queuing Penalty u One Logistics Park - Winchester SimTraffic Report Pennoni ' Run 7 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 13: Bend ------ _ -_. oyement NB Directions Served T Maximum Queue (ft) 701 Average Queue (ft) 43 95th Queue (ft) 301 Link Distance (ft) 1088 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -.. B78 . ,_.B78 . _. 878__.. WB ,.._..__..WB .__._w8WB-__ - NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 318 603 595 840 290 417 428 235 375 Average Queue (ft) 440 449 532 203 575 353 215 118 383 406 235 355 95th Queue (ft) 446 453 533 306 683 719 666 276 447 424 235 436 Link Distance (ft) 460 460 587 587 587 388 388 ' Upstream Blk Time (%) Queuing Penalty (veh) 3 0 23 0 70 535 24 186 2 18 3 20 13 133 34 354 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 14 50 61 0 26 46 44 28 Queuing Penalty (veh) 67 232 370 0 24 392 248 80 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _em_----_ent .--__--_---_ — - Mov --- -- NB -_----- NB f _-- NB NB _ _ SB -- - -SB-------- SB.- -- - - - SB Directions Served L T T R L T T R I Maximum Queue (ft) Average Queue (ft) 557 518 587 546 554 519 300 216 146 136 149 142 892 399 350 161 95th Queue (ft) 639 572 617 419 149 173 788 447 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 38 38 27 Queuing Penalty (veh) 148 144 102 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 42 61 1 28 33 27 1 ' Queuing Penalty (veh) 118 53 2 95 110 131 2 it One Logistics Park - Winchester SimTraffic Report Pennoni 1 Queuing and Blocking Report 2024 Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 7 2024 Build PM 12/07/2020 Directions Served T T T T LTR LTR Maxi mum^:Queue (ft) 30 ' 29 ;: 357 370,155 64 Average Queue (ft) 1 1 265 343 46 30 95th Queue 419 360 111 66 Link Distance (ft) 388 388 336 336 278 397 Upstream Blk Time (%)' . , , 4 =20 Queuing Penalty (veh) 25 136 Storage Bay Dist (ft) Storage Blk Time (%) 4 Queuin 9 Y(Penalt veh : ) .: - > _ 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 11 Directions Served L T T R L T T R T T L TR MaximumQueue (ft) 41 193 223 33 1000 1146; 1146 '. 500 927 931:: 160 71 Average Queue (ft) 15 77 88 5 6 95tQeu 117 656 1090 1101 143 674 716 76 30 1407 1248 1253 45 176 6079 -e Link Distance (ft) 336 336 1038 1038 907 907 408 408 UpstreamBlk Tim ) 44 78 Queuing Penalty (veh) 462 815 5 13 Storage Bay Dist (ft) 370 2M 1000NO- Storage Blk Time (%) 0 41 78 0 Queuing Penalty (veh) ,.. 4 11 12 3., Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR um,Q177' u-�eue (ft., - . Average Queue (ft) 68 95th Queue (ft) - 139� Link Distance (ft) 448 Upstream;Blk Queuing Penalty (veh) e % ik Storage,Bay Storage Blk Time (%) Queuing Penalty (veh) 1 I One Logistics Park - Winchester SimTraffic Report Pennoni ' Run 7 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 ' Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement EB EB EB EB WB WB WB B39 B39 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 279 397 163 32 365 933 921 447 448 890 913 221 Average Queue (ft) 182 74 67 1 91 846 852 302 307 478 480 128 95th Queue (ft) 312 216 137 11 326 1024 1003 581 593 1140 1142 202 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 46 55 41 49 6 8 Queuing Penalty (veh) 437 529 388 460 59 71 ' Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 4 1 0 49 Queuing Penalty (veh) 18 1 1 16 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served R LT R Maximum Queue (ft) 44 161 136 Average Queue (ft) 18 46 75 95th Queue (ft) 37 108 121 Link Distance (ft) 424 267 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I 225 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Run 7 2024 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike r Moveme t b B° EBB ,.EB "a, R. - �NB.��� Directions Served L T T R L L T T R L L R Maximum ,Queue (ft) 68 131 113_ 142 '� 350 2508 2525 300 242. Z , 297, - 23 Average Queue (ft) 22 51 45 33 77 197 1133 1141 146 153 175 51 95th Queue(ft)-' 53- 109 95 78 123 „ --- 451 2761 2760 382 257 288 ..94 Link Distance (ft) 836 836 2492 2492 487 487 487 ' Upstream Blk Time 1, 1 Queuing Penalty (veh) Storage Bay Dist (i t) 330 300 350 - = 350; 9 12 Storage Blk Time (%) 0 34 43 1 QueumgPenalty(veh) 3 62`:• 26 , 5 Intersection: 100: Coverstone Dr/Inverlee WV & Millwood Pike Directions Served L R Maximum Queue ft °- 50 69 (..).._.. ��- _ d e. Average Queue (ft) 13 27 95th Queue (ft) 36 58o Link Distance (ft) 1207 UpstreamBlk Time (%)- - c- _ r 22 Queuing Penalty (veh) � Storage Bay Dist (ft) 300 -. Storage Blk Time (%) Queuin Intersection: 110: Millwood Pike & Sulphur SDrinas Rd / Directions Served L R T T R T T UL T T Maximum Queue (ft).. 197 256 807 772 290 ; 1-5 , f1258 :- 392 185 203 Average Queue (ft) 110 127 537 560 206 165 172 214 83 76 ' 95th Queue (ft)N,186 216 - 838 853 391 730 - 748 % 338 164 155 Link Distance (ft) 508 693 693 15336 15336 2492 2492 Upstream Blk Time:(°l°) Queuing Penalty (veh) 15 0 17 0 - Storage Bay Dist(ft) 450 290 - ..-, 430 ,; Storage Blk Time (%) 31 1 Queuing 85 7 , .... `... 11 One Logistics Park - Winchester SimTraffic Report Pennoni Run 8 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 ' Intersection: 13: Bend 'M oyement NB j Directions Served T Maximum Queue (ft) 693 Average Queue (ft) 72 95th Queue (ft) 415 Link Distance (ft) 1088 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Roval Pike/1-81 NB RaMDS & Millwood Avenue/Millwood Pike -..-----ent - jNovem EB EB _EB..-- EB B78 -- 678 ,__ 678 ----W--B--_.._..—WB---- _----_WB-------_._... WB'- --- --- - NB, Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 556 353 613 606 822 290 414 433 235 344 Average Queue (ft) 439 448 533 221 591 368 264 79 347 407 235 192 ' 95th Queue (ft) 444 452 540 352 602 764 800 191 478 423 235 318 Link Distance (ft) 460 460 587 587 587 388 388 ' Upstream Blk Time (%) Queuing Penalty (veh) 0 0 36 0 69 526 27 210 5 42 5 43 7 75 36 368 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 11 51 57 0 16 40 45 Queuing Penalty (veh) 49 239 350 1 14 341 251 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �Aovement NB NB NB NB SB SB SB SB i Directions Served L T T R L T T R ' Maximum Queue (ft) Average Queue (ft) 555 273 589 549 588 547 300 185 146 118 150 84 843 212 350 50 95th Queue (ft) 548 585 572 403 157 186 619 252 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 7 53 43 Queuing Penalty (veh) 27 205 166 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 78 1 12 13 11 0 ' Queuing Penalty (veh) 68 2 39 45 55 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 8 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T T R LTR LTR MaximuM 4ue (ft) 68 367 365 :355 94 64 Average Queue (ft) 2 271 344 13 45 29 95th Queue (ft) - 23 "449 38111121 Link Distance (ft) 388 336 336 336 278 397 Upstream`.Blk Time -23 1 Queuing Penalty (veh) 43 152 5 StorageBay Disf (ft) _ . Storage Blk Time (%) 0 7 Queuing Penalty (veh) 0;0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike �lovemerit � f~B�` =EB �� � � � � � � �- �- �.. i :._ °. 1NB, WB WB R7_CV B79 = N NB {�, ..¢., .�B ... vxBF . _ Directions Served L T T R L T T R T T L TR Maximum Queue (ft) = 60 336 336 ' 270 1000 1133 1157 500 928 940 217-,. 79 Average Queue (ft) 9 75 84 24 837 1115 1122 179 862 880 94 34 95th Queue 33 226 233 137 fi349 1132 1145 573 964 ` , 971 166 62 Link Distance (ft) , 336 336 1038 1038 907 907 408 408 Upstream Blk Time (%) A . �1 Queuing Penalty (veh) 2 551 909 32 64 Storage Bay Dist (ft) 370 270 . 1,000 Storage Blk Time (%) 0 10 0 51 78 0 Queuing Penalty (veh) `0 1 1 4 13 12 4 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum°Queue (ft) Average Queue (ft) 135 45 95th Queue (ft);e 101 Link Distance (ft) 448 Upstream Blk Time;(%) Queuing Penalty (veh) Storage Bay Dist,(ft) Storage Blk Time (%) a, s . , ... e e e - Queuing Penalty (veh) AIN One Logistics Park - Winchester SimTraffic Report Pennoni 11 � I � I I I I I I I I I Queuing and Blocking Report 2024 Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 8 2024 Build PM 12/07/2020 Movement -, .._EB..._,.__.EB.._._.,..EB_ ... EB WBr,.-_. _WB - WB B39 B39 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 280 320 303 200 364 909 931 434 458 876 894 415 Average Queue (ft) 164 58 52 13 88 878 884 392 393 607 621 203 95th Queue (ft) 256 170 138 76 326 998 1011 549 556 1138 1150 373 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 61 67 62 69 8 12 0 Queuing Penally (veh) 578 633 590 658 75 116 0 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 1 0 1 0 0 56 Queuing Penalty (veh) 3 0 0 0 0 18 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 __...._e_.nt.. _ ..._ . Movem NB SB _.._..____..._.—_—---- ----- ----- ....._._._. _. .. .. _...___....,._.. .. SB Directions Served R LT R Maximum Queue (ft) 46 140 158 Average Queue (ft) 18 66 60 95th Queue (ft) 38 116 120 Link Distance (ft) 424 267 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1-1 Queuing and Blocking Report 2024 Build PM Run 8 2024 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike OEM - Directions Served L T T R L L T T R L L R Maximum Queue ): 65 1 350 2506 -83 2517 300 432- 424:, ,364 Average Queue (ft) 23 55 50 18 215 1218 1226 166 249 262 59 95th'Qu u'-e'f (�) _52, 5 72 2906 2912 404 45T 470:168 Link Distance (ft) 836 836 2492 2492 487 487 487 ' up rqam Blk Time 4 Queuing Penalty (veh) 12 storage Baybisf(ft), 330 00 F, 35 0 30 �00 Storage Blk Time 1 38 48 1 Queuing Penalty (veh) A F,�' 30 6 , Intersection: 100: Coverston e D r/Inverl ee Wv & Millwood Pike M- Directions Served L R Maximum Queue (ft) '73 68 F-Jii Average Queue (ft) 19 29 ,A A, 45 1 40 3 05th Queue',(k �w-e 01 :, i Link Distance (ft) 1207 Upstream Blk Time'(%)` Queuing Penalty (veh) Siorage Bay, Dist. (ft) 3, Q Storage Blk Time Queuing -Penalty( , A w A, Intersection: 110-. Millwood Pike & Sulphur Springs Rd M ovement� W ,8 Directions Served L R T T R T T UL T T Maximum Q e (ft),:-. Queue `-A 2(# §jW 38 360 158 40 Average Queue (ft) 95 116 459 463 167 329 338 188 64 64 96i Queue(ft) SO 11-1 o 8 5�, �'35 6::: ",-1 _3118 -135 U5' Link Distance (ft) 508 693 693 15336 15336 - 2492 2492 lk, m s,r 6amB P t - Ti 20 M Queuing Penalty (veh) 0 0 Storage- Bay Dist ....... .290 430 Storage Blk Time 27 1 q ungpalty�(veh) Pe FN��p 14 I I One Logistics Park - Winchester SimTraffic Report Pennoni I I ' Run 9 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 13: Bend ' ovement NB Directions Served T Maximum Queue (ft) 654 Average Queue (ft) 23 ' 95th Queue (ft) 224 Link Distance (ft) 1088 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ---_ -------------- �riovement ------- ----_--_------------------ EB EB EB -----------gy6---- EB B78 B78 678 WB WB WB WB -..._ o NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 460 607 625 591 289 417 427 235 368 Average Queue (ft) 440 448 531 245 559 348 151 136 363 408 235 192 95th Queue (ft) 446 453 537 409 759 730 498 279 491 424 235 302 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 24 0 66 504 0 0 23 178 3 21 0 1 6 58 35 360 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 9 53 51 0 13 43 48 0 ' Queuing Penalty (veh) 43 245 310 0 12 365 267 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -- - ---- ---- — - Movement ...--- -- NB _ ------ NB NB --------_ NB - - --_ SB - - SB -- - SB - - SB - - ----- ------ — Directions Served L T T R L T T R Maximum Queue (ft) Average Queue (ft) 546 285 569 493 564 480 300 163 146 131 148 107 448 168 350 12 95th Queue (ft) 564 638 648 375 161 203 360 120 Link Distance (ft) 531 531 531 1088 ' Upstream Blk Time (%) 6 33 26 Queuing Penalty (veh) 23 126 100 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 52 1 17 20 4 0 ' Queuing Penalty (veh) 0 45 1 56 67 18 0 One Logistics Park - Winchester SimTraffic Report Pennoni 11 Queuing and Blocking Report 2024 Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 9 2024 Build PM 12/07/2020 Directions Served T T T T LTR LTR Maxlnium Queue {ft)19 70 358 372 94 . 104= Average Queue (ft) 1 4 255 343 44 46 95th Queue (ft) . 7 ,30 4)4 369; 83 93 Link Distance (ft) 388 388 336 , 336 278 397 Upstream Blk Time; {%) ,. 1 18 Queuing Penalty (veh) 5 121 Storage;Bay Dist {ft) e Storage Blk Time Q4eumg,Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike E 7� N A-:EB0-0E� Directions Served L T T R L T T R T T L TR Maximum Queue"(ft) 42 276„ 272 ;259 �1000 1146: 1157 500" W 933 221 54 Average Queue (ft) 16 99 102 12 804 95th Queue ft 41 237 231 91 1429 1119 1142 1124 71 1147,= 3591008' 862 881 85 26 968 159: 53 Link Distance (ft) 336 336 1038 1038 907 907 408 408 Upstream Blk Time (%) > = 52 89 .: 2 . Queuing Penalty (veh) 538 925 22 43 Storage Bay Dtst.(ft) .... ,-,, -, 370 ,-. 270 1000 ' - -- 500 A Storage Blk Time (%) 0 0 0 48 81 0 Queuing Penalty 0 0:; 4 = 12 ".",: 12" 1 - Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) 136%%,. :.... .... ,. Average Queue (ft) 49 .. ,- 95th Queue (ft) 99 , Link Distance (ft) 448 Upstream BIk Time (%) Queuing Penalty (veh) ' Storage Bay Dist ft ,,.- =sue Storage Blk Time (%) Queuing Penalty One Logistics Park - Winchester SimTraffic Report Pennoni � I � I � I I I I I I I I I 1 Run 9 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr ovement NB Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 15 95th Queue (ft) 36 Link Distance (ft) 369 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement EB EB EB ...E... B-_.._-WB - WB .. -W_.._B -_ B39 B39. 672 .. .-----._.._.-_N_ . 672 B Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 245 240 265 29 364 922 922 447 459 893 896 221 Average Queue (ft) 148 61 71 2 80 873 870 369 370 670 671 141 95th Queue (ft) 237 170 178 14 300 1024 1010 584 576 1181 1186 224 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 61 67 64 70 11 14 Queuing Penalty (veh) 583 641 613 671 109 137 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 2 0 56 Queuing Penalty (veh) 0 0 18 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB SB SB j Directions Served R LT R Maximum Queue (ft) 88 111 162 Average Queue (ft) 26 40 63 95th Queue (ft) 59 96 123 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Run 9 2024 Build PM 12/07/2020 T� ovement EBB '� j=6 EB' B' WB U!!B W,B W NW77NB N Directions Served L T T R L L T T R L L R Maximum Queue (ft) 65 235 170 135 163 350 2516 2530, ; 300 300 305 159 Average Queue (ft) 24 54 45 28 78 195 1390 1399 134 176 191 57 95th Queue (ft) �., =- ,53 ;; 134 110 80 139 452 3144 3152 371 288 307 114 Link Distance (ft) 836 836 2492 2492 487 487 487 UpstreamBlkTime(°lo) Queuing Penalty (veh) 17 28 Storage Bay Dist (ft) 330 300 350 350 300 Storage Blk Time (%) 1 40 49 1 �9- - Queuing Penalty (veh) - 4 73 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Intersection: 110: Millwood Pike & Sulphur Springs Rd e t B� 1N NBv BNB .r .� j Directions Served L R T T R T T UL T T Maximum'Queue (f#) 254 ,2 2 807 791 290 2165 21364 310 214 201 Average Queue (ft) 125 114 596 597 197 376 -- 389 207 83 82 95th Queue (ft) 218` 184 917 ,......... ... . 916 389 1345 1384 %297 169 156' Link Distance (ft) 508 693 693 15336 15336 2492 2492 Upstream Blk Time(%) ,, 30 '=32 _ % �. Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 =.. - „ 290 ,., �� u Storage Blk Time (%) 38 2 Queuing Penalty,(veh) 106 15 One Logistics Park - Winchester SimTraffic Report Pennoni n 0 Run 10 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 13: Bend ovement NB Directions Served T Maximum Queue (ft) 628 Average Queue (ft) 22 95th Queue (ft) 215 Link Distance (ft) 1088 Upstream Ilk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) Storage IN Time (%) Queuing Penalty (veh) Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB Of— 678 678 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 449 616 600 803 290 417 425 235 308 Average Queue (ft) 440 448 530 216 495 339 57 96 383 407 235 210 ' 95th Queue (ft) 448 453 545 372 776 742 350 182 440 424 235 307 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Ilk Time (%) Queuing Penalty (veh) 0 0 19 0 59 452 0 0 16 121 3 26 1 5 14 138 33 334 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 16 42 49 0 24 40 44 Queuing Penalty (veh) 75 196 302 0 22 345 248 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R ' Maximum Queue (ft) Average Queue (ft) 556 283 576 547 568 540 300 163 147 138 149 133 691 267 350 87 95th Queue (ft) 515 566 554 373 152 195 534 336 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 2 47 37 ' Queuing Penalty (veh) 8 181 143 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 73 0 31 32 21 0 Queuing Penalty (veh) 63 1 106 107 102 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 10 2024 Build PM 12/07/2020 WIN Directions Served T T R LTR LTR Maximum Queue•(ft) := 362 386 369 116 1;10 Average Queue (ft) 308 345 25 40 ". 42 p• 95th Queue (ft) t : 458� 372 177 94 - o ..: Link Distance (ft) 336 336 336 278 e 397 Upstream Blk Time (%°), 7 ,. 21 1 '- . y, Queuing Penalty (veh) 48 141 _ 10 Storage ay Dist Storage Blk Time (%) 7 Queuing Penalty`(veh), 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike love ent y% ,EB � EB, �„ � > WB { WB WB U1(B B79 B79 g BNB , NB Directions Served L T T R L T T R T T L TR Maximum Queue (ft) 63 280 . 274 260 1000 1146 1146 500 921 918 207 70 Average Queue (ft) 16 109 125 14 654 1085 1089 178 718 727 84 30 95th Queue (ft), 43 .= 225 ° 247 = 973 1281 1259 571 1189„ 1192 142 = 55 Link Distance (ft) 336 336 1038 1038 907 907 408 408 Upstream f Time (%) 11110 Queuing Penalty (veh) 456 798 9 13 Storage, Dist (ft) 370 270 1000 500 .............v,_ Storage Blk Time (%) 0 0 0 41 73 0 Queuing Penalty (veh)„ 0 0 . 3 11 11 4 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovetne ER - % . : Directions Served LTR Maximum Queue ft 111 - =: Average Queue (ft) 51 95th Queue (ft) 106 Link Distance (ft) 448 Upstream BIk Time;(%) - ..= Queuing Penalty (veh) -Dist,(,t) -,, , •.... „-, 86ra �go ay Storage Blk Time (%) Queum Penalt veh 9. y ). One Logistics Park - Winchester SimTraffic Report Pennoni H E ['I C C i� I 1 F Queuing and Blocking Report 2024 Build PM Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr Run 10 2024 Build PM 12/07/2020 ovement NB I Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 15 95th Queue (ft) 36 Link Distance (ft) 369 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) UL T T R UL T TR T T T T LT 280 868 853 29 364 904 922 458 448 876 892 329 185 133 119 1 71 776 796 280 278 377 382 149 319 504 462 10 270 1079 1068 603 599 1019 1025 263 907 907 814 814 338 338 836 836 424 40 43 38 41 3 5 375 410 354 385 32 48 280 200 365 8 4 1 0 38 36 5 0 1 12 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB SB SB � Directions Served R LT R Maximum Queue (ft) 44 117 156 Average Queue (ft) 21 57 63 95th Queue (ft) 42 97 117 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 10 Queuing and Blocking Report 2024 Build PM 2024 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike 1 NB NB Directions Served L T T R L L T T R L L R Maximum Queue (ft) : 46 300 328 300 , . 146 350 ; 2261 2310 =: 300 347 349 87 Average Queue (ft) 27 65 63 35 84 142 642 659 71 182 200 44 95th Queue (ft) 51 „ 151- 1,59 126;133 «` 361 1700 , ` 1710 269-- 303 317 81, Link Distance (ft) 836 836 2492 2492 487 487 487 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330- 300 Storage Blk Time (%) 0 a_ 0 0 20 25 0 Queuing Penalty (veh) 0 0 . 2'36 15= 3 Intersection: 100: Coverstone DOnverlee Wv & Millwood Pike a� � Directions Served L R Maximum Queue (ft) '- . . ,; 49 65 - %N, �28 Average Queue (ft) 18 95th Queue (ft) , <46 57 Link Distance (ft) 1207 Upstream Blk Time (%) - Queuing Penalty (veh) e Storage Bay Dist (ft) 300 Storage Blk Time (%) r Queding;Penalty'(veh) , ; Intersection: 110: Millwood Pike & Sulphur Sr)rinas Rd Directions Served L R T T R T UL T T Maximum Queue (ft) 191 235 735 772 805 /199 430.. , Average Queue (ft) 1.14 130 433 454 0 252 92 73 95th Queue {ft) 181 „223 � 0 654 687 387 377 238 148 Link Distance (ft) 508 693 693 15336 2492 2492 Upstream Time,(%) 1 2 „ Queuing Penalty (veh) 0 0 ' Storage Bay Dist (ft) 450 % %.. 290 ,-Al Storage Blk Time (%) .. 16 1 1 0 Queuing Penalty. (veh) 1 ' One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2024 Build AM 2024 Build AM 12/08/2020 8: Apple Blossom Dr & Jubal Early Drive Performance by movement _.ove.m_ .._ent_ -._._ ..__­__.-RgR WBL ,____WBT WBR NBI NBT NBR EBL M�EBT SBL�---------- SBT . SBA Denied DelNeh (s) 0.1 0.1 0.1 0.0 0.0 0.0 5.9 0.1 0.1 0.3 0.1 0.1 Total Del/Veh (s) 34.2 23.9 20.6 16.6 15.2 7.6 80.7 64.2 10.3 43.0 34.7 14.2 8: Apple Blossom Dr & Jubal Early Drive Performance by movement _v-------- --.._ Movemehk m All ' Denied Del/Veh (s) 0.1 Total Del/Veh (s) 21.1 ' 9: Frontage Rd & Millwood Avenue Performance by movement Movement ~ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBR All 1 Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 4.0 0.1 0.1 Total DelNeh (s) 90.4 23.3 21.9 22.7 7.7 7.7 66.2 67.1 16.2 26.3 15.3 10- 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement Movement EBT EBR WBL WBT NBR ' SBR . All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 1.8 0.2 Total DelNeh (s) 11.1 1.9 56.9 12.3 7.9 29.3 14.5 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement )Uovement EBL. EBT EBR WBL WBT WBR. NBL NBT NBR, SBL SBT . SBR Denied DelNeh (s) 0.3 0.9 0.4 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Total DelNeh (s) 64.8 80.3 6.6 98.7 27.2 8.0 43.7 112.4 34.1 179.8 156.6 81.6 ' 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement ovement All ' Denied DelNeh (s) 0.3 Total DelNeh (s) 66.1 ' 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement ovement EBT WBT NBL NBR SBL SBR. All ; Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.2 0.1 0.0 ' Total DelNeh (s) 4.4 1.2 82.5 48.5 76.2 30.8 5.1 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Movement ' EBL . EBT . EBR WBL WBT WBR . NBL . NBR SBL SBT SBR All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 ' Total Del/Veh (s) 9.2 2.7 1.1 16.8 2.3 1.4 56.7 24.0 73.3 48.0 13.9 3.3 One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2024 Build AM 2024 Build AM 12/08/2020 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement ' M evo me Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) „ 36.0 38 7 10 5 t 32 9-, 16.1 8.8 ; 34.7 4:0 2.5 59.1 „ 10;7 6:6 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Denied Del/Veh (s) 0.0 Total Del/Veh (s) 81 , ' 51: Front Royal Pike & Costco Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 Total DeINeh 1,7 ' 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement lov��ie t ,�EBt EBR .W L tWB WSR NBL NBA %I�BF SU SB SBA jAI Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 34 5 7.4 5.3 29.5 70: Prince Frederick Dr & Costello Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) „ 6 2If0 2.3 s �,,,, 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement , Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 Total 1 Del/Veh (s) - -„ 29 ..... 0 4 0 2 .. 1 8 07 , .1 e, 80. Coverstone Dr & Prince Frederick Dr Performance by movement ' Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DellVeh,(s) 0 2� 0.2 45 3 81 Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Denied Del/Veh (s) 0.0 0.1 0.0 0.1 0.0 Total Del/yeti (s) 0:7 0.6 2 0.8 One Logistics Park - Winchester SimTraffic Report Pennoni ' L SimTraffic Performance Report 2024 Build AM 2024 Build AM 12/08/2020 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement EBU .__._._ _ r_. _..... _._ . ,.. __ _ ___... ._ _____ _.__..__ ___.._ EBL EBT EBR WBU WBL WBT,-..... NBL : NBT , •NBR SBL SBIi Denied DelNeh (s) 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 23.0 20.7 10.7 6.4 15.8 22.9 7.8 73.8 73.9 19.6 69.3 68.7 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement SBR All Denied DelNeh (s) 0.0 0.0 Total DelNeh (s) 16.3 12.6 100: Coverstone Dr/Inverlee Wy & Millwood Pike Performance by movement _,EBL4_---EBT 7 EBR - 'WBL,T--WBT_.__._WBR NBL --NBR _SBL Denied DelNell (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 Total DelNeh (s) 59.6 11.4 7.2 59.3 12.3 7.3 47.4 24.9 52.8 110: Millwood Pike & Sulphur Springs Rd Performance by movement Movement WBL WBR ` NBU NBT NBR SBL, SBT All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 45.8 8.4 71.3 22.0 3.9 65.7 13.4 19.8 121: Coverstone Dr & Lot 3 Entr 1 Performance by movement MovemSBT All ent _ T Denied DelNeh (s) 0.0 0.0 Total DelNeh (s) 0.6 0.6 170: Coverstone Dr & Lot 1 (E Entr) Performance by movement Movement - EBT - All Denied DelNeh (s) 0.0 0.0 Total DelNeh (s) 0.0 0.0 180: Sheriff's Office (East Entr)/Lot 1 (W Entr) & Coverstone Dr Performance EBL EBT,. EBR` WBL WBT WBR -- NBL�NBR SBL Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 Total Del/Veh (s) 1.6 0.3 0.0 1.0 1.2 0.1 5.7 2.5 3.6 Total Network Performance - ---------- _.-__.__._,------ SBR All 3.5 0.1 9.5 18.1 by movement 0.1 0.0 2.7 0.8 Denied Del/Veh (s) 1.0 Total Del/Veh (s) 165.2 One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2024 Build AM ' 2024 Build AM 12/08/2020 8: Apple Blossom Dr & Jubal Early Drive Performance by approach M %- in4 1 a / iva j Approach �B i ��-� - .� ��.�.��� �1`�.W13��, . ,.NBA �:SB � AII.'��a`������� �� � � ; %� .�z, ,���- � , s :� . Denied Del/Veh (s) 0.1 0.0 0.3 0.3 0.1 Total DelNeh (s) , 25.0 121 25,.5 41.5 2 9: Frontage Rd & Millwood Avenue Performance by approach � COaCiI i3ej�m� y .� 9s €•.r-ate % -pp- . -. :.B,TWB NBf Denied DelNeh (s) 0.0 0.0 3.7 0.1 0.1 Total DelNeh s_ " 24.2 .8♦7 " '20.4. 26 3 15.3 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach Denied DelNeh (s) 0.0 0.0 0.0 1.8 0.2 Total DelNeh s 9.9 ,184 7.9. 29 3 -; 14.5 - ----- --. _ .. ---- -- (-) - ,._ 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach Denied DelNeh (s)� 0.7 0.0 0.1 0.0 0.3 Total286 661 - „- �. �e e , e-. 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach Qi CFQ2CIla 1� p Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) ,. 4:4 1 2 65 2 50 5 :.,' 51Ma 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) = 2 8 2,3 45 9 25 2 3.3 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach �M Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 Total Del/Veh (s) _--. 141 11 2 ; 44, ' .10.5 ` 8.1 51: Front Royal Pike & Costco Performance by approach Appoactt Denied Del/Veh (s) 0.0 0.0 0.0 0.0 -(Weieh I1:9 15 1 .1 1 I 1, n L� 1 One Logistics Park - Winchester SimTraffic Report I Pennoni SiDlT[GffiCPerformance Report 2024Build /\M 2024 Build /\M 1208/2020 60: Route 522 & Hotel Entrance/Costello Dr Performance bv apr)roach N� Denied DaKVoh(s) 01 0.0 0.0 0.0 0.0 -- Total DaVVah(6 24.8 22.8 7.2 5.9 7.7 70Pi Frederick O&Costello DPerformance by h Denied DaKVohkJ 0.0 0.0 0.0 0.0 71 Pri nce F rede riCk [}[ & /\ rmy C o r p {f Eng rs E nt r P er fn rm a n ce by Ch N� N� Denied Do0eh(s) Total DeKVohkA `' 0.1 32 0.0 &4 0.0 8.0 12 11 & Prince Frederick Dr Performanceh N�B m� SB ' -----------' -'-�-------- All Denied Do|Neh(u) 0.0 0.0 0.0 Total Do|Neh(s) 82 4.5 3.3 81: Sheriff's Office (West Entr) & Coverstone Dr Performance bv aiDr)roach m� DaniedDoKVoh(s) 0.0 0.0 O] 0.0 Total DaKVohkA UJ OJ 4.8 0.8 QO' Prince Frederick Dr/Cut Ave & Route 5O Performance by h N� Denied DeKVoh(s) 0.0 0.0 0.0 0.0 0.0 Total DaVVohkA 11.0 8.1 81.3 34.5 12.6 100: Coverstone Dr/Inverlee Wy & Millwood Pike Performance by approach 'Al[___-_'-__.-________..-___-_.__---_-_-__ Denied De|Neh(s) 0.0 0.0 02 2.6 01 1 110: Millwood Pike & Sulphur Springs Rd Performance by approach r=WB NB SB All DeniedDoVVoh(s) 0.0 0.0 0.0 8.0 Total OeVVeh(s) 29.7 202 18.4 198 One Logistics Park Winchester SimTmffioRopoA Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 8: ADDle Blossom Dr & Jubal Earlv Drive Directions Served L T TR L T T L T R L L TR Maximum' 'Queue (ft) =1 103 226 250 91 263 295. 17 50 51, ' 275301 85 Average Queue (ft) 45 104 126 37 140 163 1 8 10 150 173 30 95th Queue (ft) 84 193 216 74 230 263 9 32 32 _ 2V 258 70 Link Distance ft 12371 12371 897 897 693 693 2534 2534 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist-(ft)'275 450 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 9: Frontage Rd & Millwood Avenue 200 0 0 0 : ' - '0, FRO;, Directions Served L T T R L T TR LT R R Maximum Queue (ft) 71 388 434 27 ,123 " `98- �98 46 .` 106 59 Average Queue (ft) 18 205 245 2 50 19 24 9 45 18 95th Queue (ft) 51 " 351 398 14 103 —e 64 71 33 86 45 Link Distance (ft) 897 897 210 210 809 332 Upstream Blk Timea(%) - . = _ _0 s Queuing Penalty (veh) 0 Storage Bay Dist (ft) 75 50 A80 250 Storage Blk Time (%) 0 26 38 0 0 0 Queuing.Penalty (veh) 1 4 1 0 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Rama & Millwood Avenue `B78 F B78 , , N684 . SB'= , ,. SB j. Directions Served T T L T T T T R T R R Maximum Queue, (ft) ,170- 187 298 344 387 212 ° . 261 72 449 5040 298 286 Average Queue (ft) 63 85 147 142 184 11 22 2 194 2336 170 159 95th Queue (ft) 162 267 278 325 97 143 42 563 5918 =� __ 260 255 Link Distance (ft) 210 210 587 587 460 460 460 368 21462 944 Upstream Blk Time (%) 0 1 0 ,� �� 16NIN Queuing Penalty (veh) 1 2 0 0 Storage Bay Dist:(ft) 580 . . 500 Storage Blk Time (%) Queuing, Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni .1 I 1 11 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement T EB --__._.. EB -, EB ._.---__-___----._.._--__.._-..._.___._--.. EB EB B78 678 B78 -_...._.- WB _-..____._.--W,.. WB WB WB Directions Served L L T T R T T T L T T R Maximum Queue (ft) 213 450 570 572 464 562 583 818 233 285 290 234 Average Queue (ft) 106 221 520 524 61 351 412 622 112 140 144 80 95th Queue (ft) 180 540 629 627 323 627 696 1155 223 243 237 177 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 45 52 1 0 1 25 0 0 Queuing Penalty (veh) 0 346 404 10 1 5 191 0 0 ' Storage Bay Dist (ft) 450 450 290 235 Storage Blk Time (%) 0 45 1 0 0 0 Queuing Penalty (veh) 2 98 2 0 1 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike t _..__..._.._ _._ ovement _.._......__.. _..B13 NB N.B._...___.. NB _--- --_-N B -..... -__--NB-___---"SB- -- --.--•--.S-B- ....__._.--SB-, ----,_ SB ------. B1 - Directions Served L L T T R L T T R T T Maximum Queue (ft) 236 293 420 389 266 146 150 1185 350 1055 2003 1 Average Queue (ft) 95th Queue (ft) 118 198 137 255 253 431 217 405 89 219 139 147 144 175 1047 1483 316 486 734 1504 828 2620 Link Distance (ft) 531 531 531 1076 1008 5830 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 1 2 0 1 48 0 44 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 6 0 23 33 30 3 Queuing Penalty (veh) 7 0 126 178 272 13 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement EB EB WB WB NB SB I Directions Served T T T T LTR LTR ' Maximum Queue (ft) Average Queue (ft) 2 0 2 0 4 0 4 0 122 47 103 32 95th Queue (ft) 2 2 5 5 102 80 Link Distance (ft) 388 388 336 336 278 397 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovement ��°1EB���E EB WB WB NON y g Sys Directions Served L T T R L T T R L TR LTR ,Max imum�Queue (ft) 45- 163 �197 3 = 15 " 94 , 131 - 4 67„ 51:. 101 Average Queue (ft) 7 51 67 0 1� 15 22 0 18 10 26 95th Queue (ft) - '' 28 127 155 2 7 57 80 52 36 69 Link Distance (ft) 336 336 1038� 1038 408 408 448 Upstream'Blk Time (%) 0 Queuing Penalty (veh) 0 Storage`Bay Dist (ft) - 370 = 270 1000 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 -" = Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza �� ��� lo�e._e f . , � s. E;6 8 ,(NBn B NB 8% NBENE SB SB £ SB S)3 Directions Served LT R LT R L T T TR L T T R Maximum Queue'(ft)-- 49 ; - 90 49 102 136 124 195 47 ,u 119 39 -` 201 68 Average Queue (ft) 13 39 95th Queue (ft) = 39 71 11 45 12 26 27 25 6 47 36 78 ` 36 80 89 82 ` 25. 132 59 7 143' 50 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream BIk Dime; (%) vo 0 Queuing Penalty (veh) „ , .. 0 Storage'BayrDist (ft) : Storage Blk Time (%) 0 0 Queuing Penalty (veh) e" 'i : " 0 0 ,e_- - _ �- _- - Intersection: 51: Front Royal Pike & Costco Directions Served TR Maximum Queue (ft) 7 Average Queue (ft) 0 95th Queue-(ft) 4 Link Distance (ft) 252 Upstream 131kTime (%)�- Queuing Penalty (veh) Storage Bay- Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) „ :. H I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 ' Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement EB EB WB WB WB NB NB NB NB SB SB SB Directions Served LT R L LT R L T T TR L T TR Maximum Queue (ft) 47 33 48 81 70 11 129 145 182 126 152 154 Average Queue (ft) 10 6 12 38 22 1 55 57 78 50 38 42 95th Queue (ft) 35 26 36 70 54 7 110 119 149 103 107 109 Link Distance (ft) 414 414 1340 1340 990 990 990 252 252 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 120 100 195 Storage Blk Time (%) 0 1 0 0 Queuing Penalty (veh) 0 0 0 0 Intersection: 70: Prince Frederick Dr & Costello Dr M- . _ _... _ -_.-_.__*--- Movement --------___--_46- EB EB NB -- ------------- SB � Directions Served L R LT TR Maximum Queue (ft) 68 78 48 7 Average Queue (ft) 25 37 6 0 95th Queue (ft) 55 63 28 4 Link Distance (ft) 1590 157 979 ' Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 71: Prince Frederick Dr & Army Corp of Engrs Entr M- . -.-- - ovement - .._-_.._._..NB---.--------SB---------_..---*------,---- _WB _ ---------- -- --- - - � Directions Served LR TR LT Maximum Queue (ft) Average Queue (ft) 48 5 1 0 45 6 95th Queue (ft) 27 0 26 Link Distance (ft) 908 407 157 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 Intersection: 90-. Prince Frederick Dr/Custer Ave & Route 50 77%7,, VB", �NB,' Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 234 331 360 20" 42 174 181 112 59 145 124 Average Queue (ft) 72 171 202 iO 9 66 73 41 10 59 50 95th Queue (ft) 166 298 330 lb- 9- -30 140 151 95 36 122 93 Link Distance (ft) 907 907 814 814 424 424 267 Upstream Blk Time 0, Queuing Penalty (veh) 0 Storage Bay Dist 28b j 365 225 Storage Blk Time 0 1 6 0 0 0 Queuing Penalty-( ' h) e 0 b", b,- 0 Intersection.- 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L T T R L L T T R L L R Maximum Queue (ft) 40 224 229 137 0V " 178 143 164 25 187 151 223 Average Queue (ft) 8 98 96 54 73 82 38 57 2 98 56 104 95th Queue (ft) 28 194 Ilk ""1 140 101 125 13 164 131 191 Link Distance (ft) 836 836 2492 2492 Upstream Blk Time,(6/6), Queuing Penalty (veh) Storage Bay Dist 330 5 0' 300 Storage Blk Time 0 -,-"3 e Queuing Penalty " (veh) Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R Maximum Queue (ft)21i4i"t'EI, 84 80 JZ Average Queue (ft) 31 32 95th Queue (ft) 69 63 Link Distance (ft) 1207 Upstream Blk Tirrc%)_' Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty(veh) I I I I I j I C9 LJ I I I I I I I I I One Logistics Park - Winchester SimTraffic Report Pennoni I 1 Queuing and Blocking Report 2024 Build AM 2024 Build AM 12/08/2020 rIntersection: 110: Millwood Pike & Sulphur Springs Rd oyement WB WB _._ _ _B21.. -.. __NB _._. --.. N-B .___.__.. N_.B __ _SB ,_._ - SB ___-. SB Directions Served L R T UT T R L T T Maximum Queue (ft) 340 211 2 240 232 95 187 263 270 Average Queue (ft) 177 59 0 119 112 22 87 106 112 95th Queue (ft) 293 142 3 198 198 65 162 205 212 Link Distance (ft) 508 4253 693 693 2492 2492 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 450 290 430 Storage Blk Time (%) 0 0 0 0 ' Queuing Penalty (veh) 0 0 0 0 Intersection: 121: Coverstone Dr & Lot 3 Entr 1 Movement ...._._ � Directions Served Maximum Queue (ft) Average Queue (ft) ' 95th Queue (ft) Link Distance (ft) ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 122: Coverstone Dr & Lot 3 Entr 2 ovement ] Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Pi One Logistics Park - Winchester SimTraffic Report Pennoni Vy ROM I s Project Information Analyst Pennoni Date 12/1/2020 Agency VDOT Analysis Year 2024 Build Jurisdiction Frederick Co, VA Time Period Analyzed AM Peak Hour Project Description One Logistics Park Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NWL), In 2 Weaving Configuration One Sided Ramp to Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Gracie Freeway to Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 10.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 802 851 370 302 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 6.00 5.00 11.00 11.00 Heavy Vehicle Adjustment Factor (fHV) 0.929 0.939 0.892 0.901 Flow Rate (vi), pc/h 938 985 451 364 Weaving Flow Rate (vw), pc/h 1349 Freeway Max Capacity (CIFL), pc/h/In 2200 Non -Weaving Flow Rate (VNW), pc/h 1389 Density -Based Capacity (OWL), pc/h/In 1662 Total Flow Rate (v), pc/h 2738 Demand Flow -Based Capacity (clw), pc/h 4868 Volume Ratio (VR) 0.493 Weaving Segment Capacity (cw), veh/h 4492 Minimum Lane Change Rate (LCMIN), Ic/h 1349 Adjusted Weaving Area Capacity, pc/h 4868 Maximum Weaving Length (LMAx), ft 7745 Volume -to -Capacity Ratio (v/c) 0.56 Speed and Density Non _Weaving Vehicle Index (INW) 0 Average Weaving Speed (Sw), mi/h 36.3 Non -Weaving Lane Change Rate (LCNW), Ic/h 96 Average Non -Weaving Speed (SNW), mi/h 30.9 Weaving Lane Change Rate (LCw), Ic/h 1421 Average Speed (S), mi/h 33.3 Weaving Lane Change Rate (LCAII), Ic/h 1517 Density (D), pc/mi/In 27.4 Weaving Intensity Factor (W) 0.409 Level of Service (LOS) C opyright © 2020 University of Florida. All Rights Reserved. HCSTH Freeways Version 7.9 Generated: 12/01/2020 16:02:08 2024 Build AM-Weave.xuf SimTraffic Performance Report 2024 Build PM 2024 Build PM 11/30/2020 8: Apple Blossom Dr & Jubal Early Drive Performance by movement ovement EBL EBT EBR WBL WBT . WBR NBL NBT NBR SBL SBT SBR ' Denied Del/Veh (s) 0.2 0.2 0.2 0.0 0.0 0.0 3.6 0.2 0.2 0.1 0.1 0.1 Total DelNeh (s) 578.9 637.1 667.7 23.3 15.1 6.9 37.2 38.5 28.7 223.3 38.8 30.8 8: Apple Blossom Dr & Jubal Early Drive Performance by movement ovement All i Denied Del/Veh (s) 0.1 Total DelNeh (s) 235.7 ' 9: Frontage Rd & Millwood Avenue Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBR All Denied DelNeh (s) 3.6 2.5 0.0 0.0 0.0 0.0 4.8 1.3 7.6 0.1 0.1 1.6 1 Total DelNeh (s) 220.4 149.0 141.0 38.1 9.0 10.0 126.7 121.9 147.2 214.4 42.0 77.3 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement -- Movement EBT E-,B- - - _ - - - _ - - - --- --- - ----- _ _ - _- --- - - -- EBR WBL WBT NBR SBR All -- - j Denied DelNeh (s) 0.0 0.0 3.1 2.0 0.0 1.5 1.0 Total DelNeh (s) 29.9 1.9 151.1 10.9 1.6 65.6 30.2 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Movement`___.--EBL - EBT _ EBR WBL _ WBT --WBR ' NBLNBT T'NBR _ SBL SBT SBR Denied DelNeh (s) 17.3 18.5 38.9 0.4 0.3 1.1 0.6 2.6 1.8 0.0 0.0 0.0 Total DelNeh (s) 264.1 26.4 5.7 96.1 44.0 54.6 93.2 232.3 90.7 128.7 81.1 7.2 ' 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement ovement All Denied DelNeh (s) 10.0 Total DelNeh (s) 83.6 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement ovement ------------- _-_ EBT WBT NBL NBR SBL SBR All Denied DelNeh (s) 0.0 0.2 0.1 0.1 0.1 0.1 0.1 Total DelNeh (s) 2.6 27.6 69.2 32.8 59.2 41.8 19.1 LI I One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2024 Build PM 2024 Build PM 11/30/2020 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement �loyement' EBLy`,EBT WBTNBi,4NgL.N�T�iBRSBL SBT 'SCR ,. „EBR „SNBL' Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 01 0.1 0.2 0.1 0.2 Total DelNeh (s) = ; 25.6 6.8 2.1 29 6 -; 131.1- 107 1 67 9' 59 2 12.9' 83.2 7,1.6 28.7 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Movement. % �j y Denied DelNeh (s) 0.0 Total DeI1Veh (s): 79.5 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Denied Del/Veh (s) 15.6 6.2 12.3 0.2 0.2 0.1 0.0 0.2 0.7 0.0 0.0 0.0 Total DelNeh (s) 305.9 251.1 13.1 36 5 ,.32 3 „41 3 81 8 107 4 90 3 54 7 17.6 7.0 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement .�' rA Denied Del/Veh (s) 1.0 Total Del/1%eh s O 67.2 / • 51: Front Royal Pike & Costco Performance by movement Denied DelNeh (s) 0.0 0.1 0.0 0.0 0.0 Total DelNeh (s) 3308 408 '32 0 2 6 421 i 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement Moveme t, EB1� /Et3 � EB �<1N81., yVBR ���N�1, � 8,TN, R SBL�,� SBJ� 'SCR j, AID Denied Del/Veh (s) 0.1 0.1 0.1 2.4 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.5 Total Del/Veh (s) 54:6 43.4 9 7 38 l 75 9 129 6 123 4 125 2 26 2 2 6 0.8 67.2 70: Prince Frederick Dr & Costello Dr Performance by movement Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total 8..1 .. 1:�1..: 3 4 ?? 0 9 16 10' 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement Mouem0 y W L BR- NBT BLS SST F11 Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 5.4 . 39 0 7 0 2 2 3 0 3 2, 0-, n u One Logistics Park - Winchester SimTraffic Report I Pennoni SimTraffic Performance Report 2024 Build PM 2024 Build PM 11/30/2020 ' 80: Coverstone Dr & Prince Frederick Dr Performance by movement Movement WBT WBR SBL SBT All ' Denied Del/Veil (s) 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 0.1 0.5 4.1 0.3 1.5 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement ovement EBT EBR WBT NBL .All Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.7 0.6 0.2 4.6 0.7 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement ovement EBU EBL EBT EBR WBU. WBL WBT WBR NBL NBT OR SBL Denied Del/Vell (s) 0.0 0.0 0.0 0.1 2.1 0.6 0.0 0.0 0.0 0.0 0.0 ' Total DelNeh (s) 139.3 134.5 5.8 3.4 78.4 111.5 121.8 97.7 96.8 9.7 96.7 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement -ent -_ ------ - --- ---_SBR_ - - - _ . --- ------ --- -- ---- - - -- - Movev6ime S--,BT. Denied DelNeh (s) 0.0 0.0 0.4 Total DelNeh (s) 81.8 45.0 74.5 100: Coverstone Dr/Inverlee Wy & Millwood Pike Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBR . -All Denied DelNeh (s) 0.1 0.0 0.1 0.3 0.9 4.6 0.0 0.0 0.0 0.2 3.4 0.6 Total DelNeh (s) 31.5 7.9 3.6 152.4 164.3 149.9 100.9 0.7 12.0 35.5 22.1 102.4 110: Millwood Pike & SulDhur SDrinas Rd Performance by movement ovement WBL WBR NBT NBR SBU SBL SBT All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s) 69.4 36.2 51.3 29.7 91.0 79.1 9.4 41.5 121: Coverstone Dr & Lot 3 Entr 1 Performance by movement __... ovement - - W-_..__BR NBT-------- _.._ SBT _..__ _ ..-_-.__.-__. ___._ _..__._...... ........ ..... -All Denied Del/Veh (s) 0.2 0.0 0.0 0.1 Total Del/Veh (s) 4.3 0.3 2.3 2.2 122: Coverstone Dr & Lot 3 Entr 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All I Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 7.6 3.2 0.3 0.0 3.1 0.6 1.6 One Logistics Park - Winchester SimTraffic Report Pennoni I SimTraffic Performance Report 2024 Build PM 2024 Build PM 11/30/2020 8: Apple Blossom Dr & Jubal Early Drive Performance by approach 2- Denied Del/Veh (s) 0.2 0.0 0.5 0.1 0.1 Total Del/Veh (s) 635.4 12':8 '32 4 189 7 235;7� 9: Frontage Rd & Millwood Avenue Performance by approach Denied Del/Veh (s) 2.5 0.0 7.5 0.1 1.6 Total DellVeh-(s) 149;6 117 14Z 0 291 77 3 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by aDDroach Nm RMW1,1 Denied Del/Veh (s) 0.0 2.2 0.0 1.5 1.0 Total Del/Veh`(s) 24.011138'7 16 . 65 6 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach Approach.. EB ., ..U1 N h S6� Ali Denied Del/Veh (s) 25.1 0.7 1.6 0.0 10.0 Total DeUVeh (s) 80.8'. 50.6 156 4 54 7 83 6 31. Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach Denied Del/Veh (s) 0.0 0.2 0.1 0.1 0.1 Total Del/Veh (s) 2 6 "-276 52 9, 50 0 191 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by aDDroach Denied Del/Veh (s) 0.0 0.0 0.2 0.2 0.0 Total DelNeh{s) 69 129 6 47 8 39 8 79 5 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach Denied Del/Veh (s) 13.0 0.1 0.3 0.0 1.0 Total Del/Veh (s)" =122,2 390. 1036 167 672 51: Front Roval Pike & Costco Performance by aDDroach Denied Del/Veh (s) 0.0 0.1 0.0 0.0 Total Del%Veh (s) 328.2 40 7 26 = 421 One Logistics Park - Winchester SimTraffic Report Pennoni I 11 r SirnTraffic Performance Report 2024 Build PM 2024 Build PM 11/30/2020 60: Route 522 & Hotel Entrance/Costello Dr Performance by aDDroach Approach EB WB NB SB -All I Denied DelNeh (s) 0.1 2.4 0.0 0.0 0.5 Total Del/Veh (s) 50.9 60.5 123.7 10.1 67.2 70: Prince Frederick Dr & Costello Dr Performance by approach Approach EB NB SB All j Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 2.9 1.7 1.0 2.2 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach Approach __ WB NB SB All Denied DelNeh (s) 0.2 0.0 0.0 0.1 Total DelNeh (s) 4.1 0.7 0.5 2.0 80: Coverstone Dr & Prince Frederick Dr Performance by approach Denied DelNeh (s) 0.0 0.0 0.0 ' Total DelNeh (s) 0.5 4.0 1.5 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach Approach. EB WB NB All Denied DelNeh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.7 0.2 4.6 0.7 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach ' _Approach EB WB NB SB •All Denied DelNeh (s) 0.0 0.7 0.0 0.0 0.4 Total DelNeh (s) 20.8 110.9 74.7 61.0 74.5 100: Coverstone Dr/Inverlee Wy & Millwood Pike Performance by approach - . __. ---_----_.____,____----- ---_ ._._-- Approach EB WB NB- SB .All Denied DelNeh (s) 0.0 0.9 0.0 2.3 0.6 Total DelNeh (s) 8.4 162.5 69.6 26.6 102.4 110: Millwood Pike & Sulphur Springs Rd Performance by approach Approach WB NB SB All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 47.8 48.0 26.5 41.5 One Logistics Park - Winchester SirnTraffic Report Pennoni 1 Queuing and Blocking Report 2024 Build PM ' 2024 Build PM 11/30/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive M9vemetJt < EB ' EBB EBB IF W Wt3' WB ?xt ° B, IF Directions Served L T TR L T T L T R L L TR Maximum Queue(ft) 275 4955 ' 4959 0 130 205 216 48 ": 97 1'74 348, :1752 1007 Average Queue (ft) 93 2486 2495 60 118 133 14 36 62 273 785 247 95th Queue,(ft), ft ., ° - 289 5054 5053 111.. 'w189 199 - - 39 78 427 1889, Link Distance (ft) 16229 16229 897 897 692 692 7679 7679 Upstream Blk Time'(%) Queuing Penalty (veh) Storage Bay Dist,,(f#) 275 % 450 200 350 . Storage Blk Time (%) 0 78 8 38 Queuing Penalty"(veh) .' 22 109' Intersection: 9: Frontage Rd & Millwood Avenue n BNB S y SB . 1 Directions Served L T T R L T TR LT R LT R Maximum Queue (ft) y 68 935 927 44 172 250 ... _ e a.. , _ 185 691 250 133 ` 70= Average Queue (ft) 16 895 900 7 98 64 54 290 214 46 21 95th Queue (ft) - " 52 964 947 30 %166 " 182 134 775 ; "" 300 118 54 Link Distance (ft) 897 897 210 210 809 332 332 Upstream BIk Time (%) 19 Queuing Penalty (veh) 164 191 14 1 0 Storage"Bay Dist (ft) 75 50u 180 �1 a " 250 , Storage Blk Time (%) 68 51 0 1 1 29 39 Queuing.Penalty (veh) 7 12 7 '" " 1 11 1 ; 82 -4 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Rama & Millwood Avenue ayement" j DEB E-- g 1±1f6 B78 .878 B78,"- N.B5 "1NB Directions Served T T L T T T T R T R R ' Maximum Queue'` ft 249 256 560 ( 599 520 �214244""109"- 358,'�151" 399 382 ,) ", " Average Queue (ft) 219 188 440 318 213 96 88 26 28 10 238 217 95th Queue ( ft 287 287 655 ,) u "' 747 503 371 354 167 <204 107; 36,5 342 Link Distance (ft) 210 210 587 587 460 460 460 368 8615 944 Upstream Blk Time' % 34%% 10 5 ' 15 1' ( ) " 1 ' 1 " 0= 2 Queuing Penalty (veh) 221 66 0 153 6 9 7 0 0 Storage Bay Dist (ft) ....:. , 580 � .. Storage Blk Time (%) 9 15 QueuingPenalty.(veh) ? ...".58" One Logistics Park - Winchester SimTraffic Report Pennoni 1 11 11 1� Queuing and Blocking Report 2024 Build PM 2024 Build PM 11/30/2020 Intersection: 13: Bend _..-.._..__..._.__--_..-..._.._._._..-.-.----.__.._..___-.._._..._.._._...... ovement NB _.__ ...____.___.... ................... .....__.___..__.____.-_.____......__.____-_..._.._..___ __- NB Directions Served T Maximum Queue (ft) 535 75 Average Queue (ft) 34 8 95th Queue (ft) 275 133 Link Distance (ft) 1088 1088 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ---- ovement _ --- EB EB ----- -EB _ -- --_.B78__.._ EB— ._B...78 .... ...78.. .._--W- .B --B-.. WB- WB WB - , N6 Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 538 396 608 607 761 290 417 429 235 350 Average Queue (ft) 439 448 532 222 567 370 190 105 371 406 235 236 ' 95th Queue (ft) 447 453 541 355 718 750 608 237 464 424 237 386 Link Distance (ft) 460 460 587 587 587 388 388 ' Upstream Blk Time (%) Queuing Penalty (veh) 2 0 24 0 67 514 0 0 22 173 4 29 2 14 10 103 34 355 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 17 48 56 0 20 44 45 4 Queuing Penalty (veh) 81 223 342 0 19 375 253 13 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB j Directions Served L T T R L T T R Maximum Queue (ft) Average Queue (ft) 552 333 585 541 570 532 300 188 145 123 149 91 521 179 245 53 95th Queue (ft) 608 601 605 400 161 196 492 260 Link Distance (ft) 531 531 531 1088 Upstream Blk Time (%) 10 46 36 ' Queuing Penalty (veh) 38 175 137 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 9 69 1 13 17 9 0 ' Queuing Penalty (veh) 25 60 2 45 56 45 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM 2024 Build PM 11/30/2020 Intersection: 31-. Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T T T R LTR LTR Maximum Queue (q)jf20 - 19 364 372 284 118 98 Average Queue (ft) 1 1 278 345 21 41 36 ,- 95th Queue (ft) 12 . 14 ' 444 370 158 89 . 81 Link Distance (ft) 388 388 336 336 336 - 278 397 UpstreamjBlk Time (%)=„5 21 , 1 Queuing Penalty (veh) 35 142 -� 6 „ Storag' e.Bay Storage Blk Time (%) 0 5 Queuing Penalty (veh) 0 0 = Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike )ulove�'?'e,?_". EBK, I B EBWBNWB WB,R� W B 679,879 �Ngi NB Directions Served L T T R L T T R T T L TR Maximum Queue" ft 54 =235 )� �- d u Average Queue(ft) 13 85 250 93 149--' 11 1000 740 1146 , 1095 1152 : 1104 500 927 932 195 G „80 136 761 781 86 33 9bth Queue (ft) " 37 200' 212 = 7.4, 1413 1273 1257 - 501 `„- 1171: 1185 '160; 65 Link Distance (ft) 336 336 1038 1038 907 907 408 408 Upstream BIk Time Queuing Penalty (veh) 0 0 48 496 82 851 3 14 27 Storage Bay Dist (ft) 370 Storage Blk Time (%) 0 = 0 270 0 1000 0 ,-- 44 78 0 s Queuing Penalty (veh).. 0 0 = 0: - ' 4 - = 11 12 ,- Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Move e Directions Served LTR Maximum143 Average Queue (ft) 52 - ... ,. ... 95th Queue (ft) 110 ` Link Distance (ft) 448 - Upstream Blk Tune;( Queuing Penalty (veh) Storage Bay Dist;(ft)12 Storage Blk Time (%) Queuing=Penat' y (veh) ""41 - - an �. _ - One Logistics Park - Winchester SimTraffic Report Pennoni �J n ij U LI Queuing and Blocking Report 2024 Build PM 2024 Build PM 11/30/2020 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza ovement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 256 194 135 202 299 438 439 443 47 176 190 35 Average Queue (ft) 134 56 63 92 45 340 351 370 7 89 95 6 95th Queue (ft) 293 166 118 171 194 547 535 566 28 157 166 21 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 9 2 37 44 68 Queuing Penalty (veh) 0 0 155 183 282 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 48 1 Queuing Penalty (veh) 0 11 0 Intersection: 51: Front Royal Pike & Costco ovement WB B24 NB NB NB SB SB � Directions Served R T T T TR T T Maximum Queue (ft) 535 769 282 292 278 89 28 Average Queue (ft) 307 224 169 172 164 5 1 95th Queue (ft) 742 859 365 369 359 44 19 Link Distance (ft) 510 1464 252 252 252 393 393 Upstream Blk Time (%) 43 2 20 20 16 Queuing Penalty (veh) 0 0 73 72 58 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM 2024 Build PM 11/30/2020 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr -7 Directions Served LT R L LT R L T T TR T T L Ma hum Que"ue'Aft) 62, 27 -119 �3 63 -,453 741 ��4,, -F,'k� 18 137 194 Average Queue (ft) 18 1 47 121 212 2 347 369 391 13 15 120 95th Queue,-(ft) t �1 06 `395 2 �85 -87 3 9 19 Link Distance (ft) 414 414 1340 1340 990 990 990 1922 1922 Upstream Queuing Penalty (veh) 0 0 0 Storage, Bay OisC(ft) 120 100 195 Storage Blk Time 2 45 2 Queuing, Penalty.(veh) 01 2 7 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr ry�gg Directions Served T TR Maximum .,-,( Average Queue (ft) 47 24 Queue 8 Link Distance (ft) 252 252 0 "z Queuing Penalty (veh) 5 0 Stw gp:Dist (fO E S --b 51 Storage Blk Time (veh)..Queuing Penalty =3 0 Intersection: 70: Prince Frederick Dr & Costello Dr -w— IF3 Directions Served L R LT TR Maximum, ueue (ft) 83 54 20 Average Queue (ft) 39 18 16 1 Queue 7 ,,��Z, ,---45 50 10 Link Distance (ft) 1590 157 979 Mreaitn-b Queuing Penalty (veh) Storage t Storage Blk Time Queuing Penalty (ueh);:I Mw , - A I I I I I P, E I I I I I I I One Logistics Park - Winchester SimTraffic Report Pennoni I I � I � I 11 I I I I I I I I Queuing and Blocking Report 2024 Build PM 2024 Build PM 11/30/2020 Intersection: 84: Bend ovement SB Directions Served T Maximum Queue (ft) 5 Average Queue (ft) 0 9501 Queue (ft) 5 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB WB B39 B39 672 1372 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 258 394 338 52 364 920 924 450 446 888 893 292 Average Queue (ft) 162 85 76 4 70 818 825 317 317 528 533 146 95th Queue (ft) 283 298 245 29 285 1084 1074 607 607 1157 1164 262 Link Distance (ft) 907 907 814 814 338 338 836 836 424 Upstream Blk Time (%) 49 55 50 55 7 10 0 Queuing Penalty (veh) 470 520 479 522 69 90 0 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 5 1 0 0 0 49 Queuing Penalty (veh) 23 1 0 0 1 16 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ' �Aovement NB SB SB Directions Served R LT R ' Maximum Queue (ft) Average Queue (ft) 58 21 135 58 146 64 95th Queue (ft) 44 114 120 Link Distance (ft) 424 267 Upstream Blk Time (%) ' Queuing Penalty (veh) Storage Bay Dist (ft) 225 ' Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build PM 2024 Build PM 11/30/2020 Intersection: 100- Coverstone Dr/Inverlee Wv & Millwood Pike BIG- 01 Directions Served L T T R L L T T R L L R Maximum Queue:(ft) 68 169 952 115 173 - 35Q„- 2480 2492„ ., 360 290;- 303.' 169 Average Queue (ft) 25 54 53 28 84 193 1066 1075 115 157 173 55 95th Queue(ft) _ 57- 1-18 117 78 147 442 2664 2669,= 344 = 300 315 120 Link Distance (ft) 836 836 2492 2492 487 487 487 UpstreamBlk Time Queuing Penalty (veh) 8 12 Storage Bay Dist (ft) 330350 �� 300 Storage Blk Time (%) 0 0 0 33 40 1 Queuing Penalty (veh) 0 0 25 4 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Movement; TSB %SgIN Directions Served L R Maximum Queue (ft) 55 74 Average Queue (ft) 18 26 95th Queue ft 45 58 Link Distance (ft) 1207 Ustream Blk Time % P . s, O Queuing Penalty (veh) -`� Storage Bay Dist (ft) 300 - ,e i _ _ . Storage Blk Time (%) :.. Queuing Penalty (veh) r �� . Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queue,(ft) 211 262 ...,784 781 290 1036 1079= 366 205 168- Average Queue (ft) . , 111 125 504 517 �184 188 195 213 70 68 95th Queue (ft) 191t 223 818 839 „377 1052 1072 335 158; 140 Link Distance (ft) „ „ , �,- - - 508 693 693 15336 15336 2492 2492 Upstream Blk Time:;(°lo)- Penalty (veh) 0 0 SQueuin9 $a Dist 290 t - Y (�) ,450t,i Storage Blk Time (%) 27 1 0 0 QueuingPenalty (veh) 74 8 �, 0 = 11 �l Lj LI J D �11 One Logistics Park - Winchester SimTraffic Report I Pennoni 3}im, t Project Information Analyst Pennoni Date 12/1/2020 Agency VDOT Analysis Year 2024 Build Jurisdiction Frederick Co, VA Time Period Analyzed PM Peak Hour Project Description One Logistics Park - Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NWT), In 2 Weaving Configuration One Sided Ramp to Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/rni 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/11 1116 431 325 427 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 2.00 4.00 9.00 9.00 Heavy Vehicle Adjustment Factor (fHV) 0,967 0.948 0.907 0.917 Flow Rate (vi), pc/h 1254 494 389 506 Weaving Flow Rate (vw), pc/h 1000 Freeway Max Capacity (cIFL), pc/h/In 2200 Non -Weaving Flow Rate (vNW), pc/h 1643 Density -Based Capacity (OWL), pc/h/In 1762 Total Flow Rate (v), pc/h 2643 Demand Flow -Based Capacity (clw), pc/h 6349 Volume Ratio (VR) 0.378 Weaving Segment Capacity (cw), veh/h 4995 Minimum Lane Change Rate (LCMIN), Ic/h 1000 Adjusted Weaving Area Capacity, pc/h 5285 Maximum Weaving Length (LMAx), ft 6436 Volume -to -Capacity Ratio (v/c) 0.50 Speed and Density Non _Weaving Vehicle Index (INW) 0 Average Weaving Speed (Sw), mi/h 37.3 Non -Weaving Lane Change Rate (LCNW), Ic/h 148 Average Non -Weaving Speed (SNW), mi/h 33.6 Weaving Lane Change Rate (LCW), Ic/h 1072 Average Speed (S), mi/h 34.9 Weaving Lane Change Rate (LCAII), Ic/h 1220 Density (D), pc/mi/In 25.2 Weaving Intensity Factor (W) 0.345 Level of Service (LOS) C 1opyright © 2020 University of Florida. 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HCSM Freeways Version 7.9 Generated: 12/01/2020 16:02:41 2024 Build PM-Weave.xuf 1 1 I Appendix H 1 ' One Logistics Park Winchester Traffic Impact Study Frederick County, Virginia U WICKG20001 1 Omitted in Revised TIS Revised December 2020 1 1 I Appendix L 1 1 One Logistics Park Winchester ' Traffic Impact Study Frederick County, Virginia WICKG20001 1 Synchro SimTraffic Analysis Output - 2028 Background Conditions Revised December 2020 `\\ 1D0T vir'Fra n orIl -irtrnc nt v of fransport.�tior, Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (X,) = (1/N) (X, + X2 + X3 ... + XN) Outputs Sample Standard Deviation (S,) _ Vp(X-X,)2)/(N-1)] Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/JN) % of Sample Mean (E) = % Tolerance * X, Sample Size Needed = [(Z)2 * (S,)2] / (E)2 Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 25.0 Confidence Interval: 95% X, = 46.1 Tolerance Error: 10% S, = 11.5 Number of Model Runs: 25 E = 4.6 Z = 1.96 Run Number Speed 1 42.8 Sampling Error = 4.52 2 i 46.5 95% Confidence Interval = 41.6 to 50.7 3 j 35 Percentage of Mean = 9.79% Good 4 27.8 Sample Size Needed = 25 5 { 56.7 i 6 56.8 Z is the number of standard deviations oway from the meon 7 ] 31.8 corresponding to the required confidence level in o normal i 8 60.6 distribution. 9 35.4 10 55.4 11 33.1 € 12 48.4 13 ] 29 14 j 41.1 15 65 16 31.6 17 49 i 18 ? 54.5 l 19 49.3 i C 20 48.5 ( 21 65.3 j 22 60 23 50.5 24 34.2 25 45.2 26 27 28 29 30 SimTraffic Performance Report 2028 No -Build AM 2028 No -Build AM 12/11/2020 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run numil 8 Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.0 0.2 , 0.0 0.1 0.0 0.1 0.9 0.1 ' Total Del/Veh (s) _ 71.2 68.4 ` 74.1 93.2 <, �72;2 87 8 <; 65 3,,� �69,6 65 8 88 2 100.9: = 74.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run numII Denied Del/Veh (s) 0.3 Total DelNeh (s) "" 98.5 0.8 0.1 0.0 0.8 0.0 0.0 0.1 0.2 0.1 0.0 0.0 1115 67.4 , 76 2 98 3 ` > 65 6 87 2 65.2 87.7 ' 753 62.6 61:6 , : , , .. 30 Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num i Run.Nu Ne . Denied Del/Veh (s) 0.0 0.2 Total (*INeh:(s) . 57.3 781 ' 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9 Total DelNeh (s) :; = 71.5 _e 1130 - 88.0 145 7 94 5 <116 3 126 5, 83 3 90 8 76.4 123.2 126.2 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run numil y2,13-1 ;zn Number, 34 5 ' 6 78 i Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh {s) 781 ;. -54.7 75 3 7 '% 68'8 72 6 79 9 115 0 �137�2 140 137 � 76.71 115.0 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run numll f3an Number .9 Avgj� Denied DelNeh (s) 0.0 0.0 Total DelNeh (s) , 54:4 98 5 �. One Logistics Park - Winchester SimTraffic Report I Pennoni `r\\ 1D0T Vi (Fran, ortati rneni \\\,��/ �,f i-r,r,si,�rt<,ti��r, Sample Size Determination Tool, Version 2.0 r User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (X,) = (1/N) (X, + Xz + X3 "' + XN) Outputs Sample Standard Deviation (S,) = V((i(X-X,)2)/(N-1)) Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/JN) % of Sample Mean (E) = % Tolerance * X, Sample Size Needed = ((Z)z * (S,)z) / (E)2 Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 30.0 Confidence Interval: 95% X, = 1096.6 Tolerance Error: 10% S, = 320.8 Number of Model Runs: 30 E = 109.7 Z = 1.96 Run Number Speed 1 1032 Sampling Error = 114.80 2 1058 95% Confidence Interval = 981.8 Ito 1211.4 i 3 973 Percentage of Mean = 10.47% 4 539 Sample Size Needed = 30 5 { 1226 j 6 2082 Z is the number of standard deviations owoy from the mean 7 811 corresponding to the required confidence level in a normal 8 1258 distribution. 9 955 10 1044 11 836 12 1030 13 510 14 941 15 1257 16 1348 17 1039 18 1227 19 964 20 1015 21 1297 I 22 i 1058 j 23 1255 24 841 25 1953 26 l 897 27 1227 ( 28 1231 29 993 30 1001 Run 1 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB EB B78 B78 B78 WB WB WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 195 566 657 639 504 194 255 614 226 185 142 193 Average Queue (ft) 124 187 490 511 36 17 36 62 100 95 89 90 95th Queue (ft) 194 518 655 674 250 98 157 328 192 158 132 163 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 0 3 7 1 Queuing Penalty (veh) 0 22 51 11 ' Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 3 4 ' Queuing Penalty (veh) 2 7 12 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 7 - _ --_____.__--__-....___._-_--.____.__. Movement WB NB NB NB NB NB SB SB - ' SB SB _ _B32 - Directions Served R L L T T R L T T R T Maximum Queue (ft) 95 295 288 473 444 300 147 150 1100 350 427 Average Queue (ft) 71 117 130 268 244 78 140 143 611 226 36 95th Queue (ft) 115 232 225 383 356 211 149 167 1135 496 207 Link Distance (ft) 520 520 520 1003 520 Upstream Blk Time (%) 6 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 2 3 0 21 39 18 1 Queuing Penalty (veh) 3 3 0 115 214 152 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) n: LTR R 131 30 49 15 105 39 288 399 One Logistics Park - Winchester SimTraffic Report Pennoni Run 2 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' lavemeif. , EB,B EBB. EBEB 678 ,,,_ 878 678 IAW6 u1N6 Directions Served L L T T R T T T L T T T Maximum Queue (ft)229," 566 y 6�86 680 „``567 384 �, 378 601 211 212' ,286 Average Queue (ft) 127 253 481 510 59 52 70 113 86 98 102 127 95th Queue (ft) 217 645 721 „729 33$ 213 262 450 166 ' 164 172 ,- 244 e _ Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream.Blk Tirzie 0 4 , Queuing Penalty (veh) 0 57 86 0 29 Storage Bay " Is 570 `°570 r , 350` � Storage Blk Time (%) 0 8 9 Queuing Penalty (.veh) 1 .�- , =18 '> " 24 „ .. Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movemen ;h %' It6 tNB ' NB `� .. ,,,. � F �.�� ��� .� � WB �� :���i� . �>�. � �-` �� �.r N_B.,�x� S� � ; SB ` � SBA ���MBT 632.E 634 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 221 346 496 520 300 , 146 150 1105„ 350 591 145 ,. __.. Average Queue (ft) 72 136 136 264 248 117 138 143 1020 311 297 8 95th Queue ft 127 201 225 429 419 ., 280 ,: 145 173 1294„ 479 613" 57 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) '% e w...„_ ... ,. Queuing Penalty (veh) 4 0 0 Stora6 ay Dist (ft) 95 375 300 150 `= 150:; 350. �2 Storage Blk Time (%) 11 0 12 28 26 1 Queuing Penalty (veh) 4 „"= 12 0 63„ '157 224 ' 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR R Mazim`um Average Queue (ft) 35 20 95th Queue Link Distance (ft) 288 399 Upstream Blk Time,(%) Queuing Penalty (veh) , Storage.Bay Dist (ft) . ,,.. %% Storage Blk Time (%) Queuing Penalty (veh) ,,, .,, One Logistics Park - Winchester SimTraffic Report I Pennoni I J I A I I I Queuing and Blocking Report 2028 No -Build AM Run 3 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _........_.... ...___-,_._.__. ovement . ___ EB EB EB EB EB .... B78 ......__..._____.___._.__...._,__ B78 B78 WB .__...___...._.._ WB WB __....n WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 232 566 658 658 463 228 315 478 223 224 163 264 Average Queue (ft) 124 153 388 396 17 22 31 45 109 108 84 91 95th Queue (ft) 193 442 613 607 158 127 157 245 218 197 146 207 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 0 3 4 1 Queuing Penalty (veh) 0 23 33 6 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 3 5 Queuing Penalty (veh) 1 7 15 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M _-ove____m.__-.-------.____._.._.____ en_.t WB NB NB� .._.__ -.- NB_. R._ .._ Directions Served R L L T Maximum Queue (ft) 95 339 490 495 Average Queue (ft) 59 146 180 326 95th Queue (ft) 110 278 343 472 Link Distance (ft) 520 520 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 95 375 Storage Blk Time (%) 1 Queuing Penalty (veh) 3 NB NB SB SB SB SB 632 B34, T R L T T R T T 497 300 146 150 1118 350 610 310 290 110 138 139 689 237 120 30 438 280 145 186 1248 499 474 156 520 1003 520 6027 15 7 0 0 300 150 150 350 7 0 11 33 16 1 8 1 62 188 138 4 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike __o_ve...-m_--e.nt------- -.--- NB --_----____- SB Directions Served LTR R Maximum Queue (ft) 115 52 Average Queue (ft) 41 19 95th Queue (ft) 82 44 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build AM Run 4 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Maue em.,> `B (EBB78 878x 67817 !.St�R�._.i,EB'W Directions Served L L T T T T T L T T T R Maximum Queue<(ft) 235 ' 179 554 539 119 254 496 191 Average Queue (ft) 134 74 327 342 4 18 32 97 94 93 90 70 95th Queue (ft), , - 214 , 153 , 472 46'4 18 41 124 222 170 ' 159:, 174 ,> 180= 118 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream BIk Time' (%) .._.,_, o _ __ 0 �_. , , = 4 0 , Queuing Penalty (veh) 0 3 57 503StoBDt( 95 w Storage Blk Time (%) 0 5� 2 Queuinga?enalty,(veh) v Ramps 14` 4 Intersection: 30: Front Royal Pike/1-81 NB & Millwood Avenue/Millwood e/Millwood Pike o BNB NB IUI3NB, NBA SB,S SB�sB32�B34 y eme1� ySB Directions Served L L T T R L T T R T T 4R Maximum Queue (ft) 201 233 470 370 300 147 150 1105 .% 350 610= 713 Average Queue(ft) 127 140 245 197 99 138 137 916 272 274 109 95th Queue (ft) .r,. = 19 217 391 343 _ 244.-, 145 a 193 % 1326-. ; 507= 704 440 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time';(%) % 34 17 , ... Queuing Penalty (veh) _ ,,._. 0 0 Storag'eBay Dist (ft), 375 .. ... 300 150 150 350 , , Storage Blk Time (%) 5 0 15 34 32 1 Queuin Penalt „veh =;84 196 278 5 // Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR R Maximum Queue (ft) %/ 115 1348 a_ Average Queue (ft) 52 21 95th Queue (ft) =`: 102 45 ` Link Distance (ft) 288 399 6 Upstream Blk Time;(%j % Queuing Penalty (veh) = � / Stora e Ba Dist ft � 9, Y. AN Storage Blk Time (%) Queuing Penalty (veh)` One Logistics Park - Winchester SimTraffic Report Pennoni fl 1 Run 5 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive Movement _EB-__-.- -_.. .EB.--- . _... _ ; .EB ---.- _W._ ._B_ . ___.___W_._ -------- B _.WB ... ..--_-...-.._ _..__._.... NB __. -NB .- _ SB _.-.__. _..- S-- _B._._.,_.___, SB, Directions Served L T TR L T T R T R L L TR Maximum Queue (ft) 72 199 230 52 184 185 60 40 40 350 413 53 Average Queue (ft) 31 67 90 31 93 97 0 3 8 167 186 26 95th Queue (ft) 59 131 154 59 160 151 0 17 27 297 315 54 Link Distance (ft) 5359 5359 943 943 943 2341 2341 2507 2507 Upstream Blk Time (%) (� Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 350 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 3 Intersection: 9: Frontage Rd & Millwood Avenue �Iovement . - EB�_ - -- EB WB_ WB NB SB Directions Served T TR L T R R Maximum Queue (ft) 741 735 145 145 131 49 Average Queue (ft) 221 248 48 5 54 14 95th Queue (ft) 462 494 109 50 116 38 Link Distance (ft) 943 943 244 823 110 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue vlovement EB EB - _ _ --- -- -- WB -- - -B W _.. --- WB WB- - ---- WB B78 NB 684 -_. SB ---- SB Directions Served T T L L T T T T R T R R Maximum Queue (ft) Average Queue (ft) 124 47 150 69 121 62 144 78 108 50 112 35 112 51 260 9 640 156 3451 861 294 201 280 187 95th Queue (ft) 105 143 112 132 103 87 100 89 602 2662 293 255 Link Distance (ft) 244 244 404 404 404 567 530 7698 951 Upstream Blk Time (%) 13 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) i r One Logistics Park - Winchester SimTraffic Report Pennoni Run 5 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike "love enf r ER.,B.B� E'B7 BB7 ' k Directions Served L L T T R T T T L T T T Maximum Queue`(ft) „ , 298 566 675 658. = 608 411 418 625 295 338 369 , 454 Average Queue (ft) 164 350 543 550 97 124 152 286 201 109 115110 95th Queue (ft) 281 736 768 771 , . 441 356 412 769„' ; 322 221' 235 257 Link Distance (ft) 567 567 567 404 404 404 399 399 399 UpstreamEBlk Time (%); 0 17 ` 23 0 ., Queuing Penalty (veh) Storage: Bay Dist (ft); 0 570 570 130 173 1 7 12 143 .. 3 Storage Blk Time (%) 0 17 0 8 Queuing Penalty (veh) 2 40 0" '22 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike E Directions Served R L L T T R L T T R T T Maximum Queue (ft)„95 ` . 214 519 528 : 520 .." 300 350 = 639 „ 3103 Average Queue (ft) 95th Queue (ft) 65 133 173 124 198 ;% ' 299 306 514 274 127 138 132 993 490 325 146 203 1292 273 433 507 863` 1510 3509 uu„ ,... . , Link Distance (ft) 520 520 520 1003 520 6027 Upstream BlkTime(%) - 0 2 . 0 , ,, 45 Queuing Penalty (veh) 0 6 0 0 0 Storage.l3ay Dist (ft) - 95 , 3Z5 mw 30,0 150 150 350'; Storage Blk Time (%) 3 16 1 24 31 35 1 Queuing Penalty (veh) ` 6 19 - 1 > 139 173 `- 303 4 : ,,,..411 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike cq so Directions Served TR LTR R Maximum Queue (ft)�142 95= 54 1_ �. '�' Average Queue (ft) 5 41 23 , 2 95th Queue (ft) 49 `86 52 Link Distance (ft) 277 288 399 Upstream Blk Time (%) r Queuing Penalty (veh) Storage Bay Di§f(ft) i Storage Blk Time Queuih) %'! One Logistics Park - Winchester SimTraffic Report Pennoni I 1 I Run 6 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB WB NB NB . SB SB SB I Directions Served L T TR L T T T R L L TR Maximum Queue (ft) 96 182 146 96 187 202 66 41 350 570 96 Average Queue (ft) 49 79 94 33 112 130 12 9 193 231 31 95th Queue (ft) 81 135 152 65 187 208 42 26 355 432 70 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 350 Storage Blk Time (%) 1 7 Queuing Penalty (veh) 1 18 Intersection: 9: Frontaae Rd & Millwood Avenue ovement EB EB WB NB SB _...__--- ------- ____ Directions Served T TR L R R Maximum Queue (ft) 707 721 156 110 46 Average Queue (ft) 221 252 47 42 13 95th Queue (ft) 460 477 105 87 35 Link Distance (ft) 943 943 823 110 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue _ _ _... _..... Movement EB------... . _ - EB- - WB WB _ WB — — WB - -- -- WB ---------- NB B84 - SB - - SB � Directions Served T T L L T T T R T R R Maximum Queue (ft) Average Queue (ft) 242 73 252 87 130 60 142 70 176 56 155 50 134 53 651 2858 244 1018 330 210 314 199 95th Queue (ft) 154 168 115 127 131 115 126 743 2896 298 292 Link Distance (ft) 244 244 404 404 404 530 7698 951 Upstream Blk Time (%) 0 0 15 Queuing Penalty (veh) 0 1 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 6 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike I Movement .Y a,/. „,8; EB` 18 �5B78,T ,> B78¢'B78 y WB WsINB' tNB Directions Served L L T T R T T T L T T T Maximum Queue,(ft) , 265 567 d< 657 687 638 393 422 614 350„ ; , 437 343 336 Average Queue (ft) 151 375 564 577 99 123 152 222 220 177 98 126 95th Queue (ft) 256 748 = 719 718 449 ;,369 445 -685 408 ', 404`' 200 251 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream'Blk Time (%) y , 1 1 16 19 1 5 Queuing Penalty (veh) Storage -Bay Dist (f4) 0 570 570 113 ... 139 5 0 14 88 = 350- 15 Storage Blk Time (%) 1 16 10 6 e 8 Queuing Penalty (veh) �. ; 3' , :34 .,,.: „� 20 �` :.5); Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood _ Pike _ 22 . � ' _� ,.2 W�S' ov4 Directions Served R L L T T R L T T R T T Maximum QueuO) > 95 , =253 252 450 350 300 146 149 ,1118 350 ' 638 2337 Average Queue (ft) 95th Queue (ft) 79 131 121 = 229 141 274 242 71 138 137 1004 239 383 " 334 183 " 147 194 1359 272 506 =; 437 1031 851 2530 Link Distance (ft) 520 ., 520 520 1003 520 6027 Upstream Blk Time(%)� Queuing Penalty (veh) = %10- .,.... , .. „ 50 °' 0 =46' 0 Storage Bay Dist (ft) 95„ 375 . 300 150 150 s, 350 Storage Blk Time (%) 2 .� �_ ,�.�__e ,. 2 0 23 37 23 1 Queui�� Penalty;(veh) 4 ,„ - 3 ' 0' 133 213 200 .4. , Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike �� i� � �� %�' �.3 tit by � � / � ih', ,� � /� /%/� levemenc = .. _..: WsNB� ; . .,, Directions Served T LTR R Maximum Queue:(ft) Average Queue (ft) 126 16780 6 70 19 / 95th Queue (ft) �_ Link Distance (ft) 46 57 1 277 288 52 399 Upstream BlkTime Queuing Penalty (veh) ". Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh). r 1 I One Logistics Park - Winchester SimTraffic Report Pennoni u I 1 Queuing and Blocking Report 2028 No -Build AM Run 7 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ __..,. _. ovement ...... _._.....__.n..___._.,_....-..__ Et EB EB Directions Served L L T Maximum Queue (ft) 196 168 521 Average Queue (ft) 119 69 389 95th Queue (ft) 184 145 541 Link Distance (ft) 567 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 570 570 Storage Blk Time (%) Queuing Penalty (veh) EB 1378 B78 B78 WB WB WB WB WB T T T T L T T T R 570 101 241 307 193 214 234 346 95 395 4 35 33 101 112 109 136 81 539 35 163 171 192 194 191 263 123 567 404 404 404 399 399 399 0 0 350 95 13 2 37 3 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ ......._ _.._._ . ovement ----------- NB -----_- NB NB -- _ NB - -- NB - - ----- SB -- SB — - ------ SB — .. SB - B32 _____.------ ._._._. B34 Directions Served L L T T R L T T R T T Maximum Queue (ft) 210 222 407 330 300 148 149 1118 350 591 332 Average Queue (ft) 130 133 223 194 72 137 141 603 182 155 24 95th Queue (ft) 207 205 336 309 166 155 182 1276 456 543 151 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) 18 5 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 1 0 23 31 15 1 Queuing Penalty (veh) 1 0 129 172 129 3 Intersection: 31: Gas Station D ovement NB SB Directions Served LTR R Maximum Queue (ft) 95 51 Average Queue (ft) 42 21 95th Queue (ft) 79 49 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester Pennoni /Hotel Driveway & Millwood Pike SimTraffic Report I Run 8 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L L T T T T T R T Maximum Queue (ft) 131 153 147 , 176 135 138 196 314 341- 313 651 377 Average Queue (ft) 56 88 69 75 43 40 53 11 23 11 108 54 95th Queue (ft) 125 157' 126 132 104 108 132 107 160 107 493 242 Link Distance (ft) 244 244 404 404 404 567 567 567 530 7698 Upstream Blk Time 6 Queuing Penalty (veh) Storage Bay Dist (ft) 475 475 0 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served R R Maximum Queue (ft) 373 353 - Average Queue (ft) 95th Queue (ft) 255 358 232 324 Link Distance (ft) 951 Upstream Blk Time(%) Queuing Penalty (veh) Storage Bay Dist '(ft):500" Storage Blk Time Queuing Penalty (vehof ; One Logistics Park - Winchester SimTraffic Report Pennoni I I 1 I Run 8 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB _ EB EB EB B78 B78 B78 WB WB WB WI3 Directions Served L L T T R T T T L T T T Maximum Queue (ft) 364 566 662 686 639 376 419 625 276 177 267 277 Average Queue (ft) 145 454 95th Queue (ft) 282 780 594 755 604 741 83 418 146 335 233 415 348 743 122 254 101 167 90 107 173 216 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 1 21 27 2 0 12 Queuing Penalty (veh) 0 152 198 13 2 91 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 1 21 6 Queuing Penalty (veh) 4 46 17 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -- - _- _ - --- Movement WB NB NB B ------ NB __ -N_B __. _­ _-N---... --- - -SB— ._.._.- - SB . __-_._ SB SB B32 Bad, Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 214 223 346 343 182 146 150 1129 350 624 440 Average Queue (ft) 69 108 124 230 207 61 139 147 904 240 326 83 95th Queue (ft) 119 192 191 342 335 116 146 151 1338 499 779 307 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 35 0 23 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 1 2 23 29 35 1 Queuing Penalty (veh) 3 2 130 162 296 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement EB EB NB . SB Directions Served T TR LTR R Maximum Queue (ft) Average Queue (ft) 70 3 80 3 140 42 48 17 95th Queue (ft) 24 27 86 43 Link Distance (ft) 399 399 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 9 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M vemerit:. .. ,8B , ,EB .EB .. EB B78 B78B78 WBx'" Directions Served L L T T R T T T L T T T Maximum"Queue (fit) ' 235 566 638' ; 686 559 155 , 269 510„ 142 191��' ; 164 249: Average Queue (ft) 123 167 382 407 20 24 35 40 76 121 90 97 95th Queue(ft) 209 486 ,660 684 191- 107 151 235 124 186 146: 194 Link Distance (ft) 567 567 567 404 404 404 399 399 399 UpstreafnBlk Time (%),.,. , 5 8 .._ > . 0 0; ; Queuing Penalty (veh) 0 33 60 0 3 Storage Bay Dist(ft) 57570 �350 Storage Blk Time (%) 0 5 7 Queuing;Penalty (veh) =1 10 19 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ten-,. a'.� % ii,,'.. tr// ..�s�� �. � �.. Movement �. ,,..� WB f wF.N6 NB, 'Nl3 BNB . ;� NB SB SBA , SB! SBvzti�� Directions Served R L L T T R L T T R MaximumQueue:(ft) 95 206�� 268 286, 300 --133= 146 150 965 350 Average Queue (ft) 65 125� 140 167 144 63 138 142 411 139 95th Queue (ft) 121 196 :'220 269 = 256 122 148 178 785 415' Link Distance (ft) 520 520 520 1003 Upstream BIk Time:;(%)Jr Queuing Penalty (veh) StoJage Bay Dist (ft), 95 375 300 150 150 Storage Blk Time (%) 10 17 23 22 1 Queuing Penalty. (veh) ;' .. 2 F 0 98 132 194 2. Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike �QyemeTlt � �- � % � � � � �t € � �i�% � e•§ cj./ ..T. � Directions Served LTR R Maximum Queue (ft) .. 73 54 All ii-I ,.JR Average Queue (ft) 36 19 95th Queue (ft) 68 45 Link Distance (ft) 288 399 Upstream BlkTime (%) Queuing Penalty, (veh) Storage Bay Dist (ft) Storage Blk Time (%) o. Queuing Penalty(veh):' J 1 1 I One Logistics Park - Winchester SimTraffic Report Pennoni Run 10 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB, EB EB EB B78 B78 678 WB WB WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 197 567 686 675 639 326 369 625 350 471 357 229 Average Queue (ft) 95th Queue (ft) 109 189 379 796 585 741 588 728 200 682 112 305 134 345 266 735 222 420 239 520 92 193 88 193 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 1 17 24 4 15 30 Queuing Penalty (veh) 0 122 174 30 104 99 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 1 17 26 5 4 Queuing Penalty (veh) 3 37 54 6 11 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike _. -_ ent _-_ ._. B- - em,,-.- rMovem Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 269 210 434 447 300 146 149 1118 350 639 1437 Average Queue (ft) 54 125 132 252 216 77 138 135 870 190 366 324 95th Queue (ft) 114 214 204 380 331 209 145 194 1402 469 835 1064 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 37 0 29 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 1 3 0 16 27 20 1 Queuing Penalty (veh) 3 4 0 88 154 175 4 Millwo l e t s : G 3 o e ter Insctin: 1aStation Driveway/Hotel Driveway & d oPike r _ _ _ __- Movement _ WB WB _ NB _ SB _.-._ ___- - _ � Directions Served T T LTR R Maximum Queue (ft) Average Queue (ft) 286 63 262 20 118 40 73 22 95th Queue (ft) 217 117 86 59 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 Storage Bay Dist (ft) Storage Blk Time (%) 1 Queuing Penalty (veh) 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 11 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB i,4 .. EBF .. B78.. ,..• B78. B78. -Y.. WB ' . , WB ..; WB. WS,: ,. W Directions Served L L T T T T T L T T T R Maximum Queue '(ft) 220 566 ,.. 638 638 196 198 3 21" 264 210 161; 239 95 Average Queue (ft) 125 110 378 410 7 9 1 101 87 72 103 69 95th Queue(ft) 196 :303 537 581 = 67 71, 7 -'169 "167 139, �204 122 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) . „ 0. 0 1 Queuing Penalty (veh) 0 $torage,Bay Dist-.(ft) 570 ,' 570` 2 6 350 95 Storage Blk Time (%) 0 0 7 2 Queuing Penalty (veh) 0 0 '' 19 4 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R T T Maximum Queue;(ft) 222. 232,1 418 411 300 146 150 1129 350 „ .610 302 , Average Queue (ft) 122 135 267 234 74 137 144 773 251 113 11 95th Queue (it) 183 201, 404 379 190 " 146 173 1353 502 418; 103 Link Distance (ft) 520 520 520 1003 520 6027 lJpstream BIk Time. (%) = 20 3.' r, Queuing Penalty (veh) , 0 0 Storage Bay Dist (ft) 375 300 150 150 =, 350 Storage Blk Time (%) 1 0 15 30 25 1 Queuing,Perialty (veh) 1 0 �� 87 168.." 217 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike { % SB ,���- - M Directions Served LTR R Maximumbueue (ft) 76 ' 52 Average Queue (ft) 4 40 18 �. 95th Queue (ft) 73. Link Distance (ft) 288 399 UpstreamBlk Time (%) Queuing Penalty (veh) Storage Bay Dist,(ft) ` Storage Blk Time (%) Queuing Penalty,(veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 I Run 12 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB EB 678 678 B78 WB .............. WB WB ......y . WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 264 566 662 676 671 357 368 613 167 219 204 226 Average Queue (ft) 143 262 502 519 64 60 85 157 85 107 102 113 95th Queue (ft) 230 643 728 721 370 232 288 552 167 188 173 216 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 0 9 13 1 4 Queuing Penalty (veh) 0 66 95 10 30 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 9 5 Queuing Penalty (veh) 2 20 14 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement __..�_. ........... WB ......... NB ..... NB .____ NB _______ NB _ ... NB SB SB - SB _._.._.__ Sf3 _...,._.._._.._._. 632 B34 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 218 254 531 520 300 144 150 1129 350 628 3410 Average Queue (ft) 65 128 141 368 345 139 137 138 1085 297 559 1599 95th Queue (ft) 122 203 220 496 482 334 144 184 1107 497 757 3523 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 1 2 0 0 57 0 54 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 1 15 1 12 34 24 1 Queuing Penalty (veh) 2 17 1 68 190 208 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike y�lovement NB SB Directions Served LTR R Maximum Queue (ft) Average Queue (ft) 95 37 30 19 95th Queue (ft) 77 43 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 I One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 13 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovemenfEB%B x BB78 > �.� �aB��� x. Directions Served L L T T T T L T T T R L Maximum _Queue-(ft) 214 196 498 510 116 '" 92 s 171166 355 95300 w. Average Queue (ft) 120 70 354 360 4 3 97 112 99 129 66 131 95th Queue"(ft) " = ." 199 148 491 " " 511 40177 ' .: 160 �, 279 1.24,, 221 Link Distance (ft) 567 567 404 404 399 399 399 Upstream,Blk Tim 'c0/0) Queuing Penalty (veh) Storage Bay Dist (ft) " 570' 570 95;" " 375 " Storage BIk Time (%) 7 1 Queuing Penalty (veh) ". 20 ". 3 . Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Y p ,��T Qvemen#� Directions Served L T T R L T T R T T Maximum Queue (ft) '% 292, 361 337 294 144 150 1118 " 350 628 1133, " Average Queue (ft) 138 276 238 70 138 146 821 236 226 181 95th Queue (ft) 226"' ° 369 337 1`55 145 152 1310 504 670 755 Link Distance (ft) 520 520 520 1003 520 6027 UPstreamBlk Time;(%) � 24 16 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) = 300 ,..150 ,. i 150 350% Storage BIk Time (%) 1 0 18 37 30 1 Qeuin Penalt veh == 1 " 0 101 209 261 __. 9 Y(..,) _. 5...._. _� Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR R Maximum Queue ft 93 30 Average Queue (ft) 39 19 95th Queue 78 " 42 f Link Distance (ft) 288 399 Upstream BIk Time(%) ,." Queuing Penalty (veh) ; Storage Bay Dist (ft) ON a �" Storage Blk Time (%) Queuing Penalty One Logistics Park - Winchester SimTraffic Report Pennoni 1 I Run 14 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB EB B78 B78 B78 WB WB WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 212 567 663 686 638 232 255 373 252 222 253 342 Average Queue (ft) 120 202 480 494 46 26 42 49 98 104 107 138 95th Queue (ft) 183 556 685 693 317 121 157 230 191 169 181 289 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 0 6 9 1 Queuing Penalty (veh) 0 45 63 9 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 6 8 Queuing Penally (veh) 2 14 22 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike Movement. _- _ VWB NB NB NB NB NB SB SB SB SB - ,B32 - 834. Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 186 217 527 522 300 146 150 1129 350 628 899 Average Queue (ft) 68 121 143 335 305 137 139 147 965 227 313 161 95th Queue (ft) 123 187 211 508 499 327 145 151 1316 495 762 574 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) 1 0 37 24 ' Queuing Penalty (veh) 3 1 0 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 2 16 0 22 37 34 1 ' Queuing Penalty (veh) 5 17 1 122 211 297 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike r _ _ -_ __^_. _ _ -_ _ _ Directions Served LTR R Maximum Queue (ft) 97 51 Average Queue (ft) 46 21 95th Queue (ft) 80 47 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 7 Pi One Logistics Park - Winchester SimTraffic Report Pennoni I Run 15 1 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/11/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive I ovement Directions Served L T TR L T T L T R L L TR , Maximum Quew(ft) 96 157- 181 76 ;186 ','404 24 40 41 350 505 72 Average Queue (ft) 38 75 86 33 77 89 1 7 11 169 193 29 95th Queue (ft) 73 137 157 -67 129, 144 8 27 35 305 360 57 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 . ,,, 350 Storage Blk Time (%) 0 2 Queuing Penalty (veh) 0 5 0 Intersection: 9: Frontage Rd & Millwood Avenue Directions Served T TR L R R Maximum Queue (ft) 409 411 , Average Queue (ft) 95th Queue (ft) 207 351 233 36992 46 51 91 13 34 Link Distance (ft) 943 943 823 110 Upstream Blk Time (%) Queuing Penalty (veh) Storage.Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty(veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L L T T T T R T R R Maximum Queue (ft)� 10,8 152127123- .37 134 182', 1313. 640; 2803 = 338 �381� Average Queue (ft) 45 78 56 75 52 51 62 11 397 1454 ; 209 196 95th Queue (ft) 96 150 ,. 114 122 113 109 139 107 885 2918 292 292 Link Distance (ft) 244 244 404 404 404 567 530 7698 951 Upstream Blk Time 25 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 475 475 °500 Storage Blk Time (%) Queuing Penalty" enalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 15 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/11/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB EB B78 678 678 WB - WB WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 276 567 675 686 639 387 419 614 169 184 187 232 Average Queue (ft) 95th Queue (ft) 128 220 473 772 630 690 639 690 180 615 205 399 262 473 430 807 108 168 99 167 76 137 93 194 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 1 26 36 2 0 1 19 Queuing Penalty (veh) 0 191 263 12 0 7 142 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 1 26 6 Queuing Penalty (veh) 5 58 18 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement WB NB NB NB _ - NB - ...- NB -_ _ SB SB SB _..__-._.---__ SB B32 B34 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 205 224 374 341 187 146 150 1118 350 628 932 Average Queue (ft) 60 122 134 240 194 58 139 135 1089 261 590 377 ' 95th Queue (ft) 116 199 211 352 325 120 145 194 1112 509 671 769 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 51 0 53 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 2 0 15 27 31 1 ' Queuing Penalty (veh) 4 0 85 154 273 6 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike -" ,------- Movement _------._----- EB EB NB SB Directions Served T T LTR R Maximum Queue (ft) Average Queue (ft) 321 11 329 15 95 44 78 22 95th Queue (ft) 110 120 84 50 Link Distance (ft) 399 399 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 One Logistics Park - Winchester Pennoni SimTraffic Report Run 16 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/11/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive i )uloument. , ..a,.. 4,EB, EBB „:. WSJ WB f1B : rNB..a`N, Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 92 2Q8 224 93"'"; 178 221 24 40 40 . 185= 224` 72 Average Queue (ft) 43 76 97 33 96 107 2 8 8 111 131 27 95th Queue,(ft) ,. 68 158 179 „ 68 161 ' 175 28 .: 30 181 . 190 56 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time'(%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 ; 350 . Storage Blk Time (%) Queuing Penalty (veh) >, Intersection: 9: Frontage Rd & Millwood Avenue W Directions Served T TR L TR R R Maximum Queue (ftj „ 401 432 140 51 115 49 Average Queue (ft) 231 256 53 0 43 7 95th Queue (ft)„ , 387 430 109 0 96 27 Link Distance (ft) 943 943 244 823 110 Upstream Blk Time,(%) ,: Queuing Penalty (veh) Storage Bay Dist (ft) 235 „ Storage Blk Time QU6-06 enalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L L T T T R R Maximum Queue (ft) <: 134 114 126 123 138 139`," . 150 420 444 Average Queue (ft) 49 75 57 74 37 40 46 225 220 95th Queue (ft) i 113 125 111 112 95 97.„ 111 , 325 _ 330 , Link Distance (ft) 244 244 404 404 404 951 Upstream Blk Time (%) Queuing Penalty (veh) Storage -Bay Dist (ft) % 475 " 475 . 500 Storage Blk Time (%) - - e Queuing Penalty(veh) One Logistics Park - Winchester SimTraffic Report Pennoni I Run 16 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/11/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ _._..,.._._ ... ovement _...__..__ EB __ _ EB -- EB _ _._ __ _________ EB EB__ B78 B78 WB WB WB WB WB, Directions Served L L T T R T T L T T T R Maximum Queue (ft) 269 566 591 638 658 214 596 194 207 201 247 95 N Average Queue (ft) 95th Queue (ft) 136 225 132 391 375 571 403 583 23 225 9 74 24 206 64 130 106 167 96 161 115 233 56 121 Link Distance (ft) 567 567 567 404 404 399 399 399 Upstream Blk Time (%) 0 1 1 1 1 Queuing Penally (veh) 0 4 9 4 8 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 0 1 6 2 Queuing Penalty (veh) 0 1 16 3 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB _ --- NB - NB _ NB SB SB SB SB B32 B34 -------� Directions Served L L T T R L T T R T T Maximum Queue (ft) 229 293 342 381 300 147 150 1118 350 628 456 Average Queue (ft) 130 157 241 214 82 135 130 638 165 111 50 ' 95th Queue (ft) 209 259 347 351 212 157 193 1249 447 481 258 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 15 0 10 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 3 0 13 26 20 1 ' Queuing Penalty (veh) 3 0 76 146 169 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ovement NB SB Directions Served LTR R Maximum Queue (ft) Average Queue (ft) 73 34 49 14 95th Queue (ft) 65 41 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 11 One Logistics Park - Winchester SimTraffic Report Pennoni Run 17 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike vo emen (a . a;.r < F ,B,f�, iy EB . xB78 678 678G k Directions Served L L T T R T T T L T T T Maximum�Queue(ft)." " 244=, 566: 663 666 636 - '. 353 .` 373 �613 206 263 % �2Q8�„ 278 Average Queue (ft) 131 313 517 529 78 75 102 106 94 114 93 99 95th Queue (ft), , 21� 731 � 759 = 776 , 397 242 295` 431 , , 187, 214 ' 151 198 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream,Blk Time; (%°) = `0 11 ' 18 1 4 :. Queuing Penalty (veh) 0 77 129 6 26 Storage Bay Dist.(ft) 570 570 �11 350 Storage Blk Time (%) 0 5 Queuing Renalty,(veh).:, '., _°g; 2313, Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L L T T R L T T R T Maximum Queue: ft O 95 216 ' 229 409 414 . 299 ==146 ,1.50 , 1112 350 250. Average Queue (ft) 69 135 153 268 95th Queue (ft) r 120 2-12 225 " 393 , 227 63 138 138 740 216 33 364 148 145 190 1335, 4884 141 A ,F Link Distance (ft) 520 520 „ 520 1003 520 Upstream BlkTirrie(°lo) = Queuing Penalty (veh) 0 Stora 95 300 150 Storage Blk Time (%) �,_.. 2 . .. 1 0 14 26 25 1 Queuing"Penalty (veh) .. 4 „ , = 2 r77,..144 217 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike , ��� ��f �, Directions Served T LTR R Maximum,Queue (ft) S0 135 30MW Average Queue (ft) 2 41 14 95th Queue (ft) 17 89 t Aim Link Distance (ft) 399 288 399 Upstream Blk Time;(°l°) Queuing Penalty (veh) " i ' Storage Bay Dist (f#) , „= Storage Blk Time (%) QueuingPenalty,(veh) 0 „= One Logistics Park - Winchester SimTraffic Report Pennoni 1�1 I I Run 18 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive ovement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 78 138 195 73 295 267 24 42 42 350 455 74 Average Queue (ft) 95th Queue (ft) 43 72 78 132 104 165 34 59 119 221 130 222 2 12 15 38 10 32 205 325 232 363 32 63 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 3 Queuing Penalty (veh) 0 6 Intersection: 9: Frontage Rd & Millwood Avenue ovement EB EB WB WB WB NB SB Directions Served T TR L T TR R R Maximum Queue (ft) 931 913 143 17 21 93 48 Average Queue (ft) 261 299 61 0 0 34 12 95th Queue (ft) 538 571 116 0 0 69 39 Link Distance (ft) 943 943 244 244 823 110 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement E_B---------_ E.-B...---- -WBB --_-- - W-_-------_- W_B _-._-WB __--- — ----- ---- WB _ _ -- NB B84 _ SB - - - SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 110 138 128 124 161 159 156 651 1908 381 364 Average Queue (ft) 48 76 68 82 52 52 54 134 313 208 202 95th Queue (ft) 90 125 118 132 119 126 125 558 1040 318 301 Link Distance (ft) 244 244 404 404 404 530 7698 951 Upstream Blk Time (%) 7 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni I Run 18 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 22: Bend ovemenf, SB s v x Directions Served" T Maximum Queue ) 54 Average Queue (ft) 2 95th Queue-(ft)= 18 Link Distance (ft) 1922 Upstream Blk Timer(%)'' Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) - Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T Maximum -Queue (ft) „- , ` 374 567 658 675 630 310 414 625, 216 203 200 Average Queue (ft) 95th Queue ft 175 360 351 724 514 771 535 101 792 458 85 259. 153 376 275 746"186 96 114 187. 100 174- 85 164 Link Distance (ft) 567 567 567 404 404 404 399 399 399 UpstreamBlkTime;(%);. 0 12 19- 1; 0 12 Queuing Penalty (veh) 0 90 141 4 4 85 Storage Bay Dist (ft) = 570 570 :: 350 Storage Blk Time (%) 0 12 .. 5 Queuing.Penalty 3 28 15 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ON Directions Served R L L T T R L T T R T Maximum Queue (ft) 95 254 321 474 „ 490 300 146 149 1105: _ 350 ' 415:- Average Queue (ft) 61 138 156 323 296 129 136 135 612 208 57 95th Queue (ft)�, 120 233 247 432 425 325 147 197 1228 ; 476 � �235 e Link Distance (ft) 520 520 520 1003 520 Upstream Blk Time,(%) Queuing Penalty (veh) 0 Storage, Bay Dist (ft) , „ 95 375 �,; ; i 300:=150 150. 350 Storage Blk Time (%) Queuing Penalty (veh) 1 3 7 8 1 2 24 137 . 31 �_� 175 ,,�,,., 16 1 137, ,' . I One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 19 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -__e-m _.____._.......... ovement . . EB ..__.........___-_-..._..____...--._....._____.._._.._-......_ EB EB EB EB _..._ B78 _.._...-__...--_...._..-___--__.,..-_ 678 B78 WB � WB . -- WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 194 567 662 687 630 236 277 570 306 336 236 225 Average Queue (ft) 95th Queue (ft) 94 155 288 713 553 694 584 720 82 414 28 117 70 217 52 224 148 289 114 214 79 150 84 165 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 0 7 15 1 1 Queuing Penalty (veh) 0 50 105 5 7 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 7 0 5 Queuing Penalty (veh) 2 15 0 13 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _--- -- Movement - - WB _--- ----- NB -- ------ NB ----...-- - ----- NB NB - - - NB - --- SB - ___ - SB ---- -- --- SB __ _ SB , __-.. B32 - _ .._. B34 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 208 519 550 532 300 146 149 1118 350 615 1386 Average Queue (ft) 67 123 164 350 329 149 139 147 977 286 381 351 95th Queue (ft) 118 204 361 581 579 340 144 151 1365 501 810 1109 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 7 19 6 14 41 0 33 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 1 0 28 1 17 34 26 1 Queuing Penalty (veh) 2 1 30 1 96 191 225 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB NB SB } Directions Served T T LTR R Maximum Queue (ft) Average Queue (ft) 21 1 10 0 95 43 52 19 95th Queue (ft) 7 4 84 44 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni P Run 20 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T Maximum Queue (ft) 276 566 657;. 675 603 m 309 340 596 191 185, F f. 165 _ 228 Average Queue (ft) , 120 304 530 548 117 52 70 72 86 113 98 100 95th Queue (ft) `, 206 709 708 „ 732 486.; 216 . i= 259 ,.' 342- ,: ..162 ".. 177 157, _ 202 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time 8 15 „ Queuing Penalty (veh) Storage Bay Dist `(ft) 0 59 110 3 16 570 570 350 ' Storage Blk Time (%) 0 8 4 Queuing Penalty (veh} 2 =18 = .. 10 � Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 228 520 537 533; 300 143 150 1129 350 „ ._ 612 41 - Average Queue (ft) 95th Queue`(ft) 66 133 162 378 358 133 133 137 625 191 121 202 301 546 571 `315 152 187 1253 = 471 119 1 445 14 Link Distance (ft) �. 520 520 520 1003 . 520 6027 Upstream Blk Time(%) Queuing Penalty (veh) 0 6 6 0 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 1 29 1 22 30 23 1 Queuing Penalty (veh)124 J,14,, Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T LTR R Maximum Queue (ft) 34 96 Average Queue (ft) 1 47 17 95th Queue (ft).11 _ 89 '41 Link Distance (ft) 399 288 399 Upstream Blk TimeIf ,(%) � Queuing Penalty (veh) Storage Baby Dist(ft) w Storage Blk Time (%) 0 Queuing Penalty (veh) 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni I Run 21 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive Movement EB _.__ _. BB ....._ EB WB _- . WB.._ .. WB...-. _NB...... NB._.. NB._ SB... _ . SB ...._ ._SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 93 189 202 89 166 205 24 41 38 180 219 74 Average Queue (ft) 39 84 105 33 85 98 1 9 10 114 139 33 95th Queue (ft) 70 163 185 66 150 167 8 31 28 167 204 64 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontage Rd & Millwood Avenue .-.. vem_ent .__.._ ..- Mo _..._--- EB E--B -- - --------- WB WB - ___-- NB _ SB _.._.__...._.. _. ___. _.... j Directions Served T TR L TR R R Maximum Queue (ft) 376 491 149 23 117 49 Average Queue (ft) 216 259 56 1 55 10 95th Queue (ft) 344 403 121 8 100 32 Link Distance (ft) 943 943 244 823 110 �Upstream ' Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue --,-__.-.--.�._.EB_-___-_.__-.--..__-_..__...__-_.______.__ Moveement EB WB WB WB WB - SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 120 200 152 125 118 158 152 640 2507 418 338 Average Queue (ft) 53 92 66 76 57 54 61 379 1125 242 216 95th Queue (ft) 112 168 117 117 110 129 126 883 2581 375 357 Link Distance (ft) 244 244 404 404 404 530 7698 951 Upstream Blk Time (%) 24 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) I I One Logistics Park - Winchester SimTraffic Report Pennoni G Run 21 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T Maximum Queue ft = 218 .; 567 658 676 "657; .'40,4 421 622 112 (<), 169; 226 247 Average Queue (ft) 103 481 639 643 286 210 274 483 57 118 91 114 95th Queue(ft) 159 783 661 663 794 409 458, 838 ; 111 174, 163 233: Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstreamtlk Timet%) 0. Queuing Penalty (veh) 0 206 281 42 1 7 175 ME Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 1 28 5 Queuing Penalty (veh) 5. 63 = 13 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike loveient N"WilE WEISNER Directions Served R L L T T R L T T R T 54 43006 19 b,, 6 150 1105 „ 350 201MaximumQueue; Average Queue (ft) 65 116 127 417 388 187 139 146 412 95tii Queue (ft) 115 „179 183; 574, 550 ' 389 145 151 828 106 12 359 85 ,..., ; t ; , „ . Link Distance (ft) 520 520 520 1003 520 Upstream .Blk Time;(%) 4 Queuing Penalty (veh) 12 7 0 Storage; Bay Dist (ft)150. 350 Storage Blk Time (%) 1 37 1 21 29 14 0� Queuing Penalty (veh) 3 42 1 115 - 161 120 " 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike y NSA % r Directions Served T LTR R Maximum Queue (ft) 23 115 30 ... _ Average Queue (ft) 1 50 20 95th_Queue (ft);...0� Link Distance (ft) 277 288 399 Up"stream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) AN I One Logistics Park - Winchester SimTraffic Report Pennoni I 1 11 LEI 1 I J Queuing and Blocking Report 2028 No -Build AM Run 22 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -. ...._...._ -_ _ _._ _ ovem_ent ....,-.---- --- EB — EB _.. ...._ EB _ _.._. EB EB B78 Directions Served L L T T R T Maximum Queue (ft) 282 567 662 676 639 353 Average Queue (ft) 131 441 618 625 122 157 95th Queue (ft) 217 772 710 707 510 326 Link Distance (ft) 567 567 567 404 Upstream Blk Time (%) 1 19 31 2 Queuing Penally (veh) 0 142 227 11 Storage Bay Dist (ft) 570 570 Storage Blk Time (%) 1 19 Queuing Penalty (veh) 3 43 B78 B78 WB WB WB WB T T L T T T 382 624 227 192 240 313 191 337 108 116 105 125 363 763 201 185 189 247 404 404 399 399 399 12 89 350 9 24 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ __.-.._ ___-_- ovement r___.________..__.__.._. WB NB Ni3 _.. NB _ ..__...._........._....___ NB. N(3 ___ SB SO ---------- SB _---__,_.____.._______.__.__ SB B32 634 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 253 287 359 332 300 146 150 1100 350 610 93 Average Queue (ft) 76 140 164 249 217 79 139 137 596 198 83 3 95th Queue (ft) 120 218 251 366 340 191 145 185 1142 481 370 32 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) 13 3 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 1 2 0 12 31 19 1 Queuing Penalty (veh) 2 2 0 64 177 167 3 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Movement NB SB � Directions Served LTR R Maximum Queue (ft) 183 30 Average Queue (ft) 47 18 95th Queue (ft) 115 42 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni t Run 23 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: T Apple Blossom Dr & Jubal Early Drive )Vlnye)NB �Wg,R x ��>�����8���=�,�� i�`I✓��� ,f . WB�� ,N ,NW1.'.< B���ft�,u. Directions Served L T TR L T T L T R L L TR� Maximum Queue (ft) ' 72 173 1;73 73 ." 161: 234 ; ; = 24 64 36, 350 651 76 Average Queue (ft) 38 82 97 29 88 111 2 11 9 280 360 31 95th Queue (ft) 68 152 =160 58 ;:158 198 F, 12 39 % -27, ; '390 591 66 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream BIk Time ( Queuing Penalty (veh) Storage Bay Dist„(ft) 275 450 200 350> tz Storage Blk Time (%) 1 20 Queuing PenalW(veh) , 3 486, Intersection: 9: Frontage Rd & Millwood Avenue Directions Served T TR L T R R Maximum Queue (ft) 414 - 476 151; 146 105 46 Average Queue (ft) 209 240 66 5 57 9 95th Queue ft 343%' 390 137 50 100 33 -; �823 �,._ , Link Distance (ft) 943 943 244 110 l�pstreamBlkTime(%) _..� . Queuing Penalty (veh) � Storage y Ba is ft%% 235 (,) � _ .. 3 Storage Blk Time (%)_ Queumg Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movemef� �% EB:, B!!s UB� Vhl6 WB ` �tB 884 S...n.g6 SB; uT Directions Served T T L L T T R T R R Maximum Queue,(fk) 143 1,62 105 156 109 164 198 -. 651 ;2600 375. 360 gfj 'a Average Queue (ft) 69 81 49 76 44 45 56 221 580 245 200 95th Queue (ft) 128 �42 fi01 127 99 119 : 149 710 1899 :- 338: Link Distance (ft) 244 244 404 404 404 530 7698 951 Upstream Blk Time (%) a , u a 6 Queuing Penalty (veh) Storage Bad Dist (f#) ,F 475 , : 475 , ... Storage Blk Time (%) Queuing Penalty (veh} '' One Logistics Park - Winchester SimTraffic Report Pennoni I Run 23 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB . EB EB EB EB B78 B78 B7$ WB WB WB WB, Directions Served L L T T R T T T L T T T Maximum Queue (ft) 546 566 686 687 618 418 406 625 166 245 175 254 Average Queue (ft) 95th Queue (ft) 135 281 348 764 546 770 554 789 41 285 118 366 148 418 229 672 85 163 103 177 98 163 105 208 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 1 14 22 1 0 0 11 Queuing Penalty (veh) 0 98 157 4 2 3 78 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 1 14 5 Queuing Penalty (veh) 3 30 14 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement WB NB --NB_ ----. _..._ NB -.._.._... NB_ ..... ..NB _.._.._.B__.-._.-. S SB --- -----S-- SB B ---- B32 B34 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 208 248 466 466 300 146 150 1118 350 615 1120 Average Queue (ft) 70 103 127 258 230 83 139 147 1085 310 535 301 95th Queue (ft) 122 179 210 419 395 199 146 151 1101 487 683 927 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 56 0 35 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) Queuing Penalty (veh) 1 3 4 5 3 5 19 111 33 185 35 298 1 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike -_____--- - -- ,-------- vement NB SB Directions Served LTR R Maximum Queue (ft) Average Queue (ft) 135 51 50 14 95th Queue (ft) 97 42 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni I Queuing and Blocking Report 2028 No -Build AM Run 24 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T� Maximum ,Queue (ft) 211= " 566, 639 , 639 566 . 164 ; ' ' 202 247 .` 188 ,; 203 165 245 Average Queue (ft) 133 152 399 408 20 6 14 16 101 109 94 101 95th Queue (ft): 268 _ �, 401.: !612 " 620 a Ilk 56 p89 . 105 20fi Link Distance (ft) 567 567 „ _ .. 567 404 404 404 399 0 399 399 Upstream'uBlk Time(%) 0 2_ , 2 0 Queuing Penalty (veh) 0 Storage Bay Dist ) 570 570 12 17 0 Storage Blk Time (%) 0 2 5 Queuing Penalty.(veh) 0 4 = 13 „> Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L L T T R L T T R T T Maximum Queue (ft) ;95, 314 543 540 540 300 146 150 1100 350 591 '24, Average Queue (ft) 66 143 95th Queue (ft)F 118 237 189 377 355 399 596 593 181 139 142 542 188 41 1 379 ,: 151 s 171 1066 469 260 8 ,� �� W>. Link Distance (ft) 520 520 520 1003 520 6027 Upstrealk m BTime (%)... 2: 551 Queuing Penalty (veh) 6 14 3 0 0 Storage Bay Dist tft)o �� �95 3Z5 , �,, 300 150 150 e Storage Blk Time (%) 1 35 1 22 30 15 1 Queuing Penalty Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike vent, , t � � � . TSB ,.� �,�, ray � �,������� ���� :���� �< .���� Directions Served LTR R Maximum Queue ft 95 53,; (t), e Average Queue (ft) 45 14 95th Queue (ft} 92 '40 „ �288 e Link Distance (ft) 399 Ustream Blk Time Queuing Penalty (veh) Storage Bay Dist (fk) ,. a. Storage Blk Time (%) Queuing P,enaity;(veh) 'r �... _ u r� I One Logistics Park - Winchester SimTraffic Report Pennoni Run 25 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive - ovement _ _ EB - _ EB EB _. ...1NB ---.�B,_ .___.... WB NB. .-- _NB._._.. - .._--- --__ N—B. ........ SB... S-B SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 163 180 168 95 255 250 24 62 42 319 351 54 Average Queue (ft) 45 73 102 39 94 114 3 9 9 210 229 26 ' 95th Queue (ft) 89 140 166 70 167 194 15 31 26 310 332 56 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 9: Frontage Rd & Millwood Avenue 1 M emeiit __-.-.__ EB EB WB NB SB ---__ 1 Directions Served T TR L R R Maximum Queue (ft) 575 602 150 176 24 Average Queue (ft) 223 263 58 59 8 95th Queue (ft) 387 404 121 136 26 Link Distance (ft) 943 943 823 110 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue wlovement EB EB WB WB WB WB WB NB 684 SB SB � Directions Served T T L L T T T R T R R Maximum Queue (ft) Average Queue (ft) 226 63 261 95 191 69 209 74 143 46 110 42 148 53 640 1508 133 261 399 229 382 213 95th Queue (ft) 153 184 135 144 102 100 121 552 1035 332 315 Link Distance (ft) 244 244 404 404 404 530 7698 951 Upstream Blk Time (%) 0 2 10 Queuing Penalty (veh) 0 8 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 11 Run 25 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike y, a\:' ovement � y B� R sEB �z ;�6�,678 078 �B78 W WB WB WB .. Directions Served L L T r_ T R T T T L T T T Maximum •Queue;(ft) 233 566 676 662 623 4 , 428 596 268= 203 ' ' 396 415 Average Queue (ft) 131 225 479 ,. 491 84 63 74 82 177 99 115 145 95th Queue(ft) 199 ,- 587 685 „ 700 . ;425, 287 319 393 269 175,- 6 237 ,. 302 Link Distance (ft) 567 567 567 404 404 40-4 399 399 399 Upstream Blk Time, (%) 0 7 12 2 , ' . 1 2 0 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) � 57Q 570 51 88 12 7 12 33 350 0 2 Storage BIk Time (%) 0 7 9 Queuing Fenalty(veh) 1 16 26 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 632 � Directions Served R L L T T R L T T R T MaximumQueue (ft) ` 95 241 �;;. 226-374 402223 145 150 �� 1081 350 281 Average Queue (ft) 70 115 95th Queue (ft) 127 188 138 203 247 201 61 138 146 594 173 - - 3$6 : 313 127 145 151 1179 459 34 171 Link Distance (ft) 520 520 520 1003 520 Upstream BIk Time (0°)" Queuing Penalty (veh) 0 Storage Bay Dist,(fk)„541E 95 = 375 300 .; , 150„ 150 350 Storage BIk Time (%) 3 1 12 37 20 1 Queuing Penalty (veh) 6 =: 1 69 207 173 , 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Iyeme}.., . Directions Served TR LTR R Maximum Queue (ft) 121 114 51 = .. ..,.: Average Queue (ft) 4 46 20 „ , ,. .. ,. 95th Queue 41 „ r 94 50 ,= Link Distance (ft) 277 288 399 ., ,� Upstream BIk Time (%) Ai Queuing Penalty (veh) r Storage Bay Dist Storage BIk TimeIMF Queuing Penalty (.veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 I M Run 26 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement - EB EB EB EB EB 678 B78 B78 WB WB WB ' WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 216 566 638 662 639 118 235 468 120 206 213 337 Average Queue (ft) 118 148 447 468 109 8 47 36 70 106 96 101 95th Queue (ft) 176 435 646 684 496 50 179 198 117 180 177 192 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 0 2 5 2 0 Queuing Penally (veh) 0 16 37 13 2 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 2 8 Queuing Penalty (veh) 2 5 23 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �i%lovement ­^ -- ---WB -- -Nff- , NB NB NB -..._-....- NB ...__..___..__..._..._._... NB SB SB SB BB- -B32 1334 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 219 221 524 529 300 144 150 1104 350 588 18 Average Queue (ft) 73 126 131 297 277 125 137 135 648 176 74 1 95th Queue (ft) 124 182 194 488 492 304 142 197 1214 459 349 6 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 1 2 0 1 12 0 1 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 2 13 0 15 32 21 1 ' Queuing Penalty (veh) 4 14 1 85 179 181 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement ' EB NB SB � Directions Served T LTR R Maximum Queue (ft) Average Queue (ft) 44 2 91 43 30 19 95th Queue (ft) 15 79 42 Link Distance (ft) 399 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build AM Run 27 2028 No -Build AM 12/08/2020 Intersection: 7: Apple Blossom Dr & Juba] Early Drive Directions Served L T TR L T T L T R L L TR Maximum ,Queue(ft) 74 148 ,.97 72 "'�158 e203' 23 => :�,40 40303;= 325 72 Average Queue (ft) 37 69 94 35 88 106 1 8 13 149 167 25 95th Queue (ft) -70 124 1y68 62 ; ,151, , 17T __ 9 28 28 240 257 58 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time (%) Queuing Penalty (veh) Storage l3ay Dist (ft) 275z 450„ _ 200 _ 350 Storage Blk Time (%) _ QiieuingPenalty (veh)_ s_ e Intersection: 9: Frontage Rd & Millwood Avenue Directions Served T TR L R R Maximum'Queue (ft) 954 943 181 113 48 Average Queue (ft) 95th'Queue (ft). 233 270 58 44 11 519 575 126 -95 33 Link Distance (ft) 943 943 823 110 Upstream Blk Time (%) 0 OCj Queuing Penalty (veh) 2 2 Stora e Ba Dist ft) ri%' 235 Storage Blk Time (%) y ,_ Queuing Penalty,,(, h) ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L L T T T R T R R Maximum Queue (ft) 118 1,57 185 147 193 211 193 % 640 1924 354 388 Average Queue (ft) 42 , 65 54 69 45 40 50 198 414 208 187 I 95th Queue (ft) 100 133' 124 120„ 109 _, �,115 > 115 674 1461 302 305' Link Distance (ft) 244 244 404 404 404 530 7698 951 Upstream Blk Time Queuing Penalty (veh) 15, 0 Storage Bay Dist(ff) 475. 475 ' 500" Storage Blk Time (%) a,... _ �. _ . . Queuing Penalty°(veh) , = , One Logistics Park - Winchester SimTraffic Report Pennoni Run 27 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement' EB EB EB EB EB B78 B78 B78 WB WB WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 237 567 662 659 663 406 411 625 273 185 176 292 Average Queue (ft) 125 263 521 546 175 95 122 186 151 104 99 117 ' 95th Queue (ft) 213 670 722 735 634 312 371 595 247 179 168 236 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 0 13 17 4 0 0 8 Queuing Penalty (veh) 0 92 121 26 1 2 60 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 13 7 Queuing Penalty (veh) 2 28 19 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike Movement WB NB NB NB NB NB SB SB SB SB - --832- �B34 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 192 520 537 520 300 144 149 1105 350 615 1812 Average Queue (ft) 71 103 150 369 355 168 137 146 1048 298 471 726 95th Queue (ft) 124 170 328 538 520 362 143 152 1240 498 830 1775 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 4 11 0 0 52 0 44 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 3 26 1 16 36 33 1 ' Queuing Penalty (veh) 6 30 1 89 201 286 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR R Maximum Queue (ft) Average Queue (ft) 181 38 50 16 95th Queue (ft) 98 42 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni L ` I Run 28 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive Directions Served L T TR L T T L T R L L TR Maxim um;Queue (ft). 96 146 17& 93 258, =252 24 45 54 298 334 74 Average Queue (ft) 45 71 103 36 122 131 2 10 15 162 190 27 956 Queue (ft), 82 123 164 66 214 224 12 33 41 '- 260 316 61 Link Distance (ft) 5359 5359 943 943 2341 2341 2507 2507 Upstream Blk Time(%) Queuing Penalty (veh) Storage Bay Dist (ft) �,275 �450 r 200 350 Storage Blk Time (%) 0 Queuing Penalty' veh Intersection: 9: Frontage Rd & Millwood Avenue Movment B Directions Served T TR L TR R R Maximum Queue (ft) 399 418 133 48 151 46 Average Queue (ft) 95th Queue 226 269 56 2 47 10 Link Distance (ft) 943 943 244 823 110 Upstream Blk'Time�(%) NO Queuing Penalty (veh) Sty Dist (ft)„'235 .,_, Storage Blk Time (%) Queuing Penalt F veh Y ( ) ,;.. Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue , Movements EE3 zW % WBWB-jWB� WBB B,84`SB ,SBA I Directions Served T T L L T T T R T R R Maximum Queue (ft) 170 ''159 l 142 140 142 139 145 =' 640 1194 = 391 339 Average Queue (ft) ,.. 55 64 67 80 54 55 55 156 342 220 205 95th Queue (ft)` .; 127 133, 128 132 122 119 124 601 1000 343 304= . , Link Distance (ft) 244 244 404 404 404 530 7698 951 Upstream,Blk Time(/°)10 Queuing Penalty (veh) 0 Storage Bay bi t (ft) ,, %475 475 500 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennons r] I Run 28 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 jIntersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ___......__ --EB B78 _ B78 - 678 WB.T WB --- -WB WB Directions Served L L T T R T T T L T T T Maximum Queue (it) 223 566 676 662 658 404 410 624 268 208 187 270 Average Queue (it) 118 440 640 645 152 170 223 361 163 116 97 132 95th Queue (it) 173 803 687 661 589 359 405 796 280 186 170 257 Link Distance (it) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 1 23 34 2 0 1 15 Queuing Penalty (veh) 0 170 254 15 1 5 111 Storage Bay Dist (it) 570 570 350 Storage Blk Time (%) 1 23 10 ' Queuing Penalty (veh) 4 52 29 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -_ _- _- -._ _ - - ._.... Movement _ - _.-,__.._-..__.. --- -.__ ____-.__..._.. WB NB NB NB NB _ . NB Sl3 SB SB SB ---- 632 1334, Directions Served R L L T T R L T T R T T Maximum Queue (it) 95 , 231 234 392 361 299 144 150 1118 350 639 1132 Average Queue (it) 71 134 150 250 205 80 140 142 1089 310 583 478 95th Queue (it) 125 214 221 374 329 170 145 187 1110 487 741 973 Link Distance (it) 520 520 520 1003 520 6027 Upstream Blk Time (%) Queuing Penalty (veh) 58 0 60 0 Storage Bay Dist (it) 95 375 300 150 150 350 Storage Blk Time (%) Queuing Penalty (veh) 4 7 1 1 0 0 22 120 42 236 46 391 2 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB � Directions Served LTR R Maximum Queue (it) Average Queue (it) 109 44 30 13 95th Queue (it) 84 37 Link Distance (it) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (it) Storage Blk Time (%) Queuing Penalty (veh) P One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build AM IrmovZ!7 2028 No -Build AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/08/2020 Directions Served L L T T R T T T L T T T Maximun , ueue (ft) � 234 566 639 - , 658 566 , .; 302 335 591 282 182;' 238 260 Average Queue (ft) 122 170 441 459 20 24 29 31 108 93 85 87 95th"Queue (ft) ,... 192 ` 482 662 674 194 151 166 226, ;;j. 239 ° 164 14& 176. Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream §'k Time (%) `' 0" 3 , 6 Queuing Penalty (veh) 0 20 41 0 5 Storage Bay CON 570 570 350 Storage Blk Time (%) 0 3 5 Queuing"Penalty=(veh) . 14 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike )ytoy� Directions Served R L L T T R L T T R MaximumQueue (ft)/ " y 95;238 274 ,-" 448' .- 417 " " 300 146 150 Average Queue (ft) 69 113 144 259 222 79 136 136 281 55 95th Queue (ft) % %121 212 248 390 362' 218 146 192 ' 613:, 254 Link Distance (ft) „" 520 520 520 1003 Upstream 8 Time Queuing Penalty (veh) Storage Bay Dist (ftj 95 375 �� , 300 == 150 150 = 350 " Storage Blk Time (%) 1 3 0 6 19 11 0 Queuing1,Penalty (veh) _? :` ",. 4 0 = 37 108 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Nc• Directions Served T TR LTR R Maximum Queue (ft) 269 1`0 137 / Average Queue (ft) 10 0 51 18 44 Link Distance (ft) 399 277 288 399 Upstream Blk Tung (0 , Queuing Penalty (veh) Storage Bay Dist"(ftj ��� «_ / Storage Blk Time (%) Queuing Penalty"(veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i I Run 30 Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement - .n^ EB EB EB EB EB B78 B78 B78 WB WB WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 540 567 676 663 610 382 338 595 192 206 199 253 Average Queue (ft) 139 274 521 544 119 67 76 129 74 108 103 115 95th Queue (ft) 280 667 704 712 496 239 252 479 136 190 179 223 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 1 7 14 0 5 Queuing Penalty (veh) 0 49 106 2 36 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 1 7 5 ' Queuing Penalty (veh) 4 15 14 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement WB NB NB NB NB NB SB SB SB SB B32 Directions Served R L L T T R L T T R T Maximum Queue (ft) 95 264 272 577 547 300 146 150 1105 350 469 Average Queue (ft) 64 122 144 432 422 214 138 141 834 224 106 95th Queue (ft) 112 221 229 565 562 393 144 187 1378 499 347 Link Distance (ft) 520 520 520 1003 520 Upstream Blk Time (%) Queuing Penalty (veh) 4 9 3 7 21 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 2 44 1 23 37 24 1 Queuing Penalty (veh) 3 50 1 129 210 210 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB � Directions Served LTR R Maximum Queue (ft) Average Queue (ft) 95 39 56 21 95th Queue (ft) 79 50 Link Distance (ft) 288 399 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) F 11 One Logistics Park - Winchester SimTraffic Report Pennoni ���yyyvD 0 Tof Ir,,r,sport,tior, Sample Size Determination Tool, Version 2.0 User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) = (1/N) (X, + XZ + X3 ... + XN) Sample Standard Deviation (S,) = V((X(X-X,)z)/(N-1)) Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/VN) % of Sample Mean (E) = %Tolerance * X, Sample Size Needed = [(Z)z * (S,)Z) / (E)z Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 10.0 Confidence Interval: 95% X, = 49.3 Tolerance Error: 10% S, = 2.8 Number of Model Runs: 10 E = 4.9 Z = 1.96 Run Number Speed 1 49.5 Sampling Error = 1.71 i 2 ; 43 95% Confidence Interval = 47.6 to S1.0 i 3 50.9 Percentage of Mean = 3.47% Good i 4 ) 52.2 Sample Size Needed = 10 5 46.4 6 50.5 Z is the number of standard deviations away from the mean 7 48.2 corresponding to the required confidence level in o normal { 8 51.4 distribution. 9 50.7 10 50 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 SimTraffic Performance Report 2024 No -Build PM 2024 No -Build PM 12/07/2020 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB, Performance by run numt "'S smcSi� .,� .r-? 4'i'� .'°s^* �`s'�i�mm � �rm,^«�-"'r-•5"'1, � Denied Del/Veh (s) 37.9 60.0 26.8 58.1 9.3 7.6 23.0 re '"', '°"�. �i � 18.6 31.3 25.6 29.8� Total'Del/Veh (s) 77.8 78:4 76.E 80 8 , 72.5 76 2 69 6 ' ,% 80.3'� ; 76.7 76.8 - 76:5 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nu dirt r �s i /, )tun, Number � � fi N�0 �� _ �- ; Denied Del/Veh (s) Total DellVeh (s) 0.5 0.7 0.9 46;2 483 "-, 46.6 0.3 0.4 36 7 441 ";40 0.9 0.3 8 „ 50,5 0.3 0.4 51q47.4 36.9 0.4 0.5 52.4 45.0 30 Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num i i s F i, Denied Del/Veh (s) 1.2 0.1 1.4 0.2 0.3 0.3 0.9 0.3 3.5 0.2 0.8 Total DellVeh (s) 102.7 74.9 137 7 57 3 75 0 70 3 125 6 ' 91.2 146.3 84.2 96.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number Ftia umber%� 78 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DellVeh (s) 28.4 281 35.4 , 41 6 30 5 57 3 25 3 29 8, 44.8 29.7 35:1 Ir� I1 � I P� 1 One Logistics Park - Winchester SimTraffic Report Pennoni mot\)/DOTVofrTgiann Department\� rnsi,ortalion Sample Size Determination Tool, Version 2.0 User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (XS) = (1/N) (XI + X2 + X3 ... + XN) Sample Standard Deviation (Sj = d[(i(X-Xz)2)/(N-1)) Sampling Error = Z (SS/VN) Confidence Level = X5± Z (SS/dN) % of Sample Mean (E) _ % Tolerance ` XS Sample Size Needed = [(Z)2 * (Sj2) / (E)2 Model Iterations Sample Size Outputs Measure of Effectiveness (MOE): Speed N = 30.0 Confidence Interval: 95% XS = 2230.4 Tolerance Error: 10% SS = 1060.8 Number of Model Runs: 30 E = 223.0 Z = 1.96 Run Number Speed 1 1880 Sampling Error = 379.61 2 797 - 95% Confidence Interval = 1850.8 Ito 2610.0 3 2613 Percentage of Mean = 17.02% 4 3196 Sample Size Needed = 30 5 1091 6 2150 Z is the number of standard deviations owoy from the mean 7 2310 corresponding to the required confidence level in a normal 8 3236 distribution. 9 1580 10 3141 11 1968 12 3283 13 2313 14 1821 15 1779 16 1230 17 4982 18 806 19 1680 20 3663 21 3708 22 1768 I 23 1208 24 2234 25 1931 26 4534 27 1116 28 1854 29 1344 30 1696 Run 1 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _. ...._._._._.._...._. Movement ..._.___..__.__.. EB EB EB -_EB.--_..__ B 78_. B7_.v_....8_....678 .. . __.__ _W. B _._.__. WB_...... W___..B____- WB_.----_-_....l3 W ' Directions Served L L T T T T T L T T T R Maximum Queue (ft) 565 566 639 558 428 456 601 123 328 414 433 95 ' Average Queue (ft) 95th Queue (ft) 555 563 563 572 638 639 192 354 410 474 258 544 223 628 33 79 172 269 245 434 413 428 95 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 25 35 68 0 51 10 16 0 33 Queuing Penalty (veh) 0 0 527 0 397 74 126 2 212 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 25 35 68 58 61 Queuing Penalty (veh) 113 158 430 451 209 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M-ovem----ent --- __" --- - - -- ---- NB -- -- - NB ---- NB -- --- NB -- NB SB Sf3 SB_ - - - - - _ - - -- -- SB j Directions Served L L T T R L T T R Maximum Queue (ft) 251 571 569 575 300 142 150 302 54 Average Queue (ft) 157 453 552 545 225 103 50 66 2 95th Queue (ft) 238 698 570 569 421 155 142 176 18 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) 11 52 41 Queuing Penalty (veh) 45 208 164 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 81 1 2 4 1 Queuing Penalty (veh) 69 3 6 12 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB NB SB � Directions Served T TR LTR R Maximum Queue (ft) 277 302 93 51 Average Queue (ft) 93 258 36 13 95th Queue (ft) 286 374 72 40 Link Distance (ft) 277 277 288 399 ' Upstream Blk Time (%) 0 16 Queuing Penalty (veh) 1 98 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 1 2028 No -Build PM 12/07/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ' Movement jE., tsWgkg ....,g,t3�B Directions Served L T T R L T T TR T L TR LTR I Maximum Queue (ft) 40 166 162_; 33 '998;: 1074 1109 500 ., 80'<, ` 136. 134 „ 109 Average Queue(ft) 8 91 91 5 46 539 704 399 9 75 28 37 95th Queue (ft) 25 173 167 19 '�-,349_. 1255 Link Distance (ft) 277 277 277 277 1029 1400' 1029 702 ' 46 136 74� , ", ,. 914 444 444 446 Upstream Blk Time (Q/°)r: 1 5 Queuing_ Penalty (veh) 6 Storage,Bay:Dist (ft) 1000 Storage,, 52 500 Storage Time (%) 0 1 37 46 Queuing Penalty (veh) A, � � �= � � � � . ;, 0 0 212 257 oY �. Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R MaximumQueue.(ft) 182 67 137 „�81 �57 �300 ;� 519 519 508` 37:� 159 „e 201 2$ Average Queue (ft) 77 33 70 95th Queue(ft), 157 111 126 = 48 210 452 570 464 453 7 65 77 4 587„ : 593. 24 126 152- 14 „56 F Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream BIk Time (%) 70 84 85 .. Queuing Penalty (veh) 303 364 371 Storage Bay Dist (ft) 300 Storage Blk Time (%) 0 68 0 Queuing Penalty.(veh).._ `"0 15 Intersection: 51: Front Royal Pike & Costco m y Directions Served R T T T TR T Maximum Queue (ft) % 582 1477 362 331 336 68 Average Queue (ft) 362 393 227 219 199 4 95th.Queue (ft) 765 `1257 406 Link Distance (ft) 510 1464 252 252 252 393 Upstream,BI Time;(%) 50 %6 25 27 23 Queuing Penalty (veh) 0 0 95 103 87 ' Storage Storage Blk Time (%) Queuing Penalty (veh) ,,. e One Logistics Park - Winchester SimTraffic Report I Pennoni Cl Run 2 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ _ . __ _.m.-.___. __...___ _. __.._---._ oveent _. EB _.. EB _... _....... EB _ ...._.. EB .- _ ._ ... B78 -.. _ .._. B78 _ _..._ __._ B78 _ _.. WB WB WB WB Wi3 ' Directions Served L L T T T T T L T T T R Maximum Queue (ft) 563 566 639 312 424 418 614 146 375 398 438 95 Average Queue (ft) 556 564 638 163 414 222 303 54 183 246 390 95 ' 95th Queue (ft) 563 568 639 264 425 456 724 112 304 437 460 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 21 46 70 54 4 16 0 18 Queuing Penally (veh) 0 0 541 420 35 131 1 109 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 21 46 70 0 54 55 ' Queuing Penalty (veh) 97 208 441 0 422 189 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB -" .. NB _ .._N_B.._ ..__._ N.B...... S. _B . _ ........ SB .--SB -_ _---__-___.. SB.. _ � Directions Served L L T T R L T T R Maximum Queue (ft) 310 611 561 559 300 142 148 177 47 Average Queue (ft) 154 447 547 536 190 112 51 58 4 95th Queue (ft) 243 714 567 564 415 156 136 123 25 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) Queuing Penalty (veh) 8 31 54 219 39 157 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 82 1 2 1 0 Queuing Penalty (veh) 70 3 6 3 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB- WB WB NB SB _ � Directions Served T T TR LTR R Maximum Queue (ft) Average Queue (ft) 45 2 276 56 300 171 181 57 52 15 95th Queue (ft) 15 201 346 125 43 Link Distance (ft) 277 277 277 288 399 Upstream Blk Time (%) 0 3 Queuing Penalty (veh) 0 18 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 32: Bend Run 2 2028 No -Build PM 12/07/2020 �}NRill, � � 4EWW Directions Served T Maximum Queue 815 570 Average Queue (ft) 53 20 95th Queue (ft) =� � 369 1195 Link Distance (ft) 1003 1003 Queuing Penalty (veh) Storage Bay Dist (ft)At Storage Blk Time (%) Queuing Penally Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Flo er0et „ E$ EB BBB EB WB g WB/ WB NBg NBA SB/ , Directions Served L T T R L T T TR L TR LTR Maximum -Queue (ft) % , , 40 " 185 203 = 31 22 108 123 345; : 132' 88 170, Average Queue (ft) 7 76 90 4 3 26 22 84 63 27 50 95th Queue ft =24 166 183 15 16 7Z 69„ 225 112/'/// 56 113 �.O. Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream BlkTime(°l°) _ Queuing Penalty (veh) Storage Bay Dist O �. 1`000 Storage Blk Time (%) QueumgPenalty, (veh) Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza �10 $�e�t� �. �, �8 I✓B W6 , �WB ��Nt��.. NB � � SB SB„��5 4,., . , ,, _�.. ,NB_� . ,B . , j� ��� Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 157 180 150 162 ; - 300 495 508 519 79 178 , 162 28 Average Queue (ft) 51 43 62 74 103 476 487 482 16 79 61 5 95th Queue (ft) 102 95 1-1'7° 137 325 489 510 '` 506 49 . 151 :' 119 20 Link Distance (ft) 983 983 1918 1918 393 393 393 520 _ 520 520 Up'sfream BIk Time (%) e, 87 96,100 ,.. , Queuing Penalty (veh) 375 413 433 Storage Bay 300 150 Storage Blk Time (%) 0 68 ... 0 Queum Penalt veh 1 15 - , , . 0 , One Logistics Park - Winchester SimTraffic Report Pennoni 7 u L 11 it 1 fl Run 3 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike .__.... ...-ove._ men .ent ._ .. -_ .-- ._-. __. __.._._ EB .. .._.B... E _EB.._. EB 678 B78 _ B78-._...._ _...____._.____.._._.._._ WB WB _.. _ . WB _ ..._._............. WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 563 566 639 250 425 416 535 140 354 399 462 95 ' Average Queue (ft) 95th Queue (ft) 557 563 565 569 638 639 157 242 416 427 156 395 107 400 63 128 184 308 225 428 420 442 95 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 35 39 70 56 2 2 0 36 Queuing Penalty (veh) 0 0 541 435 15 13 1 230 ' Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 35 39 70 0 58 59 Queuing Penalty (veh) 158 178 441 0 452 202 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike Movement NB NB NB NB NB SB SB SB SB � Directions Served L L T T R L T T R Maximum Queue (ft) 375 581 594 552 300 142 148 425 350 Average Queue (ft) 374 539 490 429 121 97 63 89 17 95th Queue (ft) 378 571 636 618 325 154 146 244 126 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) Queuing Penalty (veh) 28 114 12 46 4 16 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 23 40 33 1 4 4 3 0 ' Queuing Penalty (veh) 67 120 28 1 12 14 15 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ovement WB WB NB SB Directions Served T TR LTR R Maximum Queue (ft) Average Queue (ft) 277 132 315 289 69 33 73 18 95th Queue (ft) 338 315 64 44 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 17 Queuing Penalty (veh) 1 101 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 3 Queuing and Blocking Report 2028 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 2028 No -Build PM 12/07/2020 Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) ,, 19 , 232 258 34 999 1138,- 1138 500 , ' ' 780 799, 168' 67 Average Queue (ft) 6 75 . 84 8 a.. 43 696 763 416 296 324 77 .. 22 ,Wye (ft) 20 169 178 , , 23 348 1511 1551 , , y 650 776 818 144 47 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream B. Time Queuing Penalty (veh) 0 163 556 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 11 38 47 „ Queuing Penalty (veh) 0 :220 263 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike oYemeilt f e5 — ii% a ......�.,, ,,..xa�2r.,. ,.. .�� ..., a,Sd YF,,,.>. g�'aw �oalr �� i,>✓ +�„z...,<. Directions Served LTR Max>imum Queue (ft) �. ` 113 Average Queue (ft) 39 95th Queue (ft), :83 " '�: Link Distance (ft) 446 Queuing Penalty (veh) Storage'Bay Dist Storage Blk Time (%) Queuing-Penalty(veh)ti: " Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 109 93 142 58 300 490 508 495 - 16 172 180 = = 25 >_ Average Queue (ft) 38 41 .. �. 53 65 154 408 �F _.. . �,� 412 346 5 70 , 58 4 95th Queue (ft) ==80.. 79, : .109 125 394 615 % 649 ,' 592 16 ; 142 128: 15 Link Distance (ft) 983 983 1918 1918 393 , 393 393 520 520 520 Queuing Penalty (veh) 324 216 146 Storage Bay bVft)„ Storage Blk Time (%) 0 74 0 Queuing Penalty (veh} One Logistics Park - Winchester SimTraffic Report Pennoni Run 4 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB W.B WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 563 567 657 537 426 423 614 12.3 341 418 440 95 Average Queue (ft) 95th Queue (ft) 556 564 564 568 640 648 193 338 415 426 235 538 198 577 44 93 196 307 238 404 421 437 95 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 22 30 70 49 6 8 0 39 Queuing Penalty (veh) 0 0 548 384 46 64 1 245 ' Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 22 30 70 0 58 53 Queuing Penalty (veh) 99 135 447 0 457 182 Intersection: 30: Front Roval Pike/1-81 NB Ramos & Millwood Avenue/Millwood Pike Move----m-ent----- - - - - -- NB - - NB NB ---NB- ------- --N_B___ - — - SB --- ___..._..-._. SB SB SB � Directions Served L L T T R L T T R Maximum Queue (ft) 375 606 568 583 300 136 146 238 46 Average Queue (ft) 189 464 545 544 232 104 51 62 3 95th Queue (ft) 325 692 561 575 422 144 131 139 20 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) 13 53 43 ' Queuing Penalty (veh) 52 212 172 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 2 84 1 0 1 0 Queuing Penalty (veh) 1 5 72 2 1 4 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB NB SB j Directions Served T TR LTR R ' Maximum Queue (ft) Average Queue (ft) 277 102 303 285 95 38 51 19 9501 Queue (ft) 285 301 72 44 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 20 Queuing Penalty (veh) 1 123 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 4 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 32: Bend A Directions Served T Queue axirhum ue (ft): 10 Average Queue (ft) 0 up 95th Que (ft) b,, 4, Link Distance (ft) 1003 Upstream Blk Time 0 Queuing Penalty (veh) 0 Storage Bay, Dist (ft) Storage Blk Time Queuing Penalty (veh) Intersection: 40- Delco Plaza/Tulane Drive & Millwood Pike g'-p-qw-mg- Directions Served L T T R L T T TR T T L TR Maximum Queue (ft), = 38 499 186., 35 999957 A 5 933 M, 50 Average Queue (ft) 7 89 88 6 45 795 904 489 297 331 71 23 95to--i"Queue'(ft) t' A 1.*' 20 9 1499 3 ­,538'� 922 40 �49 Link Distance (ft) 277 277 277 _1 277 1029 1029 914 914 444 444 Q Blk Time"'(%) .... A�: Queuing Penalty (veh) . . . .. 141 502 6 5 B ist(ft),, 8t'orag e.,qy OEM 'ON Storage Blk Time 0 11 43 55 ui.ng 0Ity (veh) ­ 306� "n Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike fYlovemel7tS.,.O A Directions Served LTR Maximum pup im m Queue A 3N_"� F Average Queue (ft) 35 95th Queue eft) 65 211 im A Link Distance (ft) 446 Upstream ime k A _5 OR Queuing Penalty (veh) sto Wbist (ft)' Storage Blk Time Queuing Penalty (v6fi) , One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 1 1 1 1 1 1 1 1 1 1 � I � I L7� Queuing and Blocking Report 2028 No -Build PM Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr Run 4 2028 No -Build PM 12/07/2020 Movement--,,,, NB Directions Served L Maximum Queue (ft) 47 Average Queue (ft) 12 95th Queue (ft) 36 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB - Wf3 NB NB SB SB Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 156 182 200 62 364 428 420 305 86 160 131 Average Queue (ft) 76 102 106 11 33 245 278 122 35 61 49 95th Queue (ft) 121 169 168 41 141 382 430 218 64 131 90 Link Distance (ft) 914 914 814 814 424 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Intersection: 100: Millwood Pike & Inverlee W I Mo, vement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester Pennoni L LR 53 68 14 30 43 54 1207 330 SimTraffic Report Queuing and Blocking Report 2028 No -Build PM Run 5 ' 2028 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike I/ Diu r % evement > { z EB 'ma"�.> '^f'''� BB B _e B78 / .JlioGd..#S 3 i� .rf 3 G Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 567 639 456 = 426 ,, 421 57Z 349 356, - 398," 437 , 95 Average Queue (ft) 5' 564 638 159 414 210 151 65 179 290 3_ 414 95 95th Queue (ft) - s `565 `569 639 - , 279 °' 427 470, ,. 464 173 291 464. 437 95 � ., Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream BlkTime (0%,-) . ':.. ; 30. 44 ,,,... 70 51 5 .,.-. 4 Queuing Penalty (veh) 0 0 542 396 37 29 2 165 Storage,Bay Dist(ft) `670 570 350 95 Storage Blk Time (%) 30 44 70 0 0 54 54 Queuing"Penh) alty (ve 135 200 „442 - 0-10 425 1,85 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB%!NB �' � RJR ,, � Directions Served L L T T R L T T R T Maximum Queue (ft) 563 576 568 300 " 146 _ 150 `,, 1106 350 Average Queue (ft) _374 187 484 547 536 238 128 120 , 569 211 22 95th Queue,(ft) 318 692 573 562 '431 - 166 209 1207 492 128 Link Distance (ft) e. 520 520 520 .. 1003 520 Upstream BIk Queuing Penalty (veh) 104 225 136 0 Storage Bay Dist (ft) 375„ '"' 300150 . 150„ -- . 350 Storage Bik Time (%) 0 2 82 1 19 31 42 1 Queuing Penalty (veh) ,; 0'7 :.70 3 ; .,'66 108 �. " 203 "3 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T TR LTR R Maximum'Queue (ft) a ,276 320 Average Queue (ft) 92 230 26 26 95th Queile (ft) 280 384 55 60 Link Distance (ft) 277 277 288 399 Upstream Bik Timei(°I°)11 '5,,,,, Queuing Penalty (veh) 1 48 Storage Storage Blk Time (%) Queuing Penalty One Logistics Park - Winchester SimTraffic Report Pennoni F U 1 fl 477 L__� n u LI J � I Queuing and Blocking Report 2028 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 5 2028 No -Build PM 12/07/2020 Movement EB EB EB EB ...._ _.. W B _. WB ...__. WB __.. WB _. N_ _B_._. .,NB .._._.._ _..___....._... SB i ' Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 41 190 187 33 24 128 417 450 200 91 115 Average Queue (ft) 11 81 79 7 11 31 46 186 78 31 42 95th Queue (ft) 33 165 142 20 28 92 178 421 157 62 84 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 157 131 133 174 300 512 508 490 16 164 158 46 Average Queue (ft) 78 35 54 78 71 402 408 395 7 75 77 4 95th Queue (ft) 149 79 104 142 267 630 641 626 19 134 144 20 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 58 67 69 Queuing Penalty (veh) 250 289 299 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 51 0 ' Queuing Penalty (veh) 1 11 0 Intersection: 51: Front Royal Pike & Costco ovement WB B24 NB NB NB SB SB . Directions Served R T T T TR T T ' Maximum Queue (ft) Average Queue (ft) 582 343 1479 431 386 195 324 183 364 182 175 7 145 5 95th Queue (ft) 791 1274 435 399 402 62 49 Link Distance (ft) 510 1464 252 252 252 393 393 Upstream Blk Time (%) 54 6 25 29 23 Queuing Penalty (veh) 0 0 93 111 86 Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) [I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 6 ' 2028 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T T R Maximum Queue (ft) ; . ," , .564 567 639 272 423 423 624 204 ; 296 `, 408 ` 443' 95„ Average Queue (ft) 557 565 638 179 414 271 293 72 179 256 421 95 95th Queue (ft) ' , 564 568 639 264 424 514 674 142 274 . „ 471 , 442= =95 Link Distance ft 567 567 404 404 404 399 399 399 Upstream, I Time:(%) ' =27 56 �0 70 _ . 54 8, 12 0 37 , Queuing Penalty (veh) 0 542 417 62 97 2 235 Storage Bay Dist ft) 570 570 ' 350 95 Storage Blk Time (%) 27 56 70 58 58 Queuing Penalty (veh) 122 > 256- "" 442 450, 199 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike RR DNS` NB, NB 'BNB, ' NB 2 SB, Directions Served L L T T R L T T Maximum Queue (ft) 375 = 699 638 576 300 147 148 92 Average Queue (ft) 293 518 553 533 197 98 37 44 95tti.Queue (ft) °j 447 640 594„ 562 409 138. - 111 86 Link Distance (ft) 520 520 520 1003 Upstream BIk TimeF(%) 16 48 ,'33 IE Queuing Penalty (veh) 63 191 132 Stora e Ba ist ft 375 300 150 D150 �9 Y. (� Storage Blk Time (%) 5 9 81 1 0 0 Qifeumg Panalty(veh) 16 "69 31 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T TR LTR R Maximum.Queuey(ft) 277 314 112 =52 Average Queue (ft) 97 286 36 25 95th Queue (ft) _Jfl 295 „ 309 75 52, v Link Distance (ft) 277 277 288 399 up, tream Blk Time l0 0 17 ° , Queuing Penalty (veh) 1 106 Storage::B,ay Dist (ft) Storage Blk Time (%) Queuing Penalty(veh) One Logistics Park - Winchester SimTraffic Report Pennoni lI J 11 1 f] Run Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 }Dte[S8Cti0D: 40: [)8lCO Pl8Z8/TUl8De [][iVe & Millwood Pike Directions Served L T T R L T T TR T T L TR Maximum Queue (h) 41 215 185 34 45 1100 1122 500 244 343 168 135 Average Queue (N 10 89 85 S 7 433 522 375 17 20 74 33 O5thQueue (N `' 27 198 184 16 24 1120 1274 841 103 176 140 74 Link Distance (00 277 277 277 277 1020 1020 014 014 444 444 Upstream BlkTime 1 12 Queuing Penalty (veh) 8 110 Storage Bay Dist U0 1000 500 Storage B|kTime (9&) 1 30 34 Queuing Penalty /veh\ O 187 188 Intersection: 40: [}elC0 Pl8ZR/TUl3De O[iV8 & Millwood Pike --------- Directions Served LTR Maximum Queue K0 117 Average Queue (00 43 05thQueue UA 88 Link Distance (A) 446 Upstream B|kTime (Y6) Queuing Penalty (vh) Storage Bay Dist UD Storage 8|kTime (96) Queuing Penalty kmN Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (k) Average Queue (ft) 178 73 SO 34 134 50 159 85 300 52 490 392 504 414 495 404 38 5 187 81 170 74 51 6 O5thQueue (N 116 68 OS 113 220 808 811 691 20 158 153 28 Link Distance (h) 083 083 1918 1018 393 393 303 620 520 520 Upstream B|kTime (Y6) 47 55 74 Queuing Penalty (voh) 206 241 322 Storage Bay Dist (0 300 150 Storage B|kTime (%) O 53 U Queuing Penalty (veh) 0 12 O One Logistics Park ' Winchester SimTm8icRopod Run 7 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �---�- ..� Directions Served L L T T T T T L T T T R Maximum Queue (ft) 564 567 639, 514 424,." 441 614. ; 104 284 .399; 436 95 Average Queue (ft) 556 565 634 214 364 182 100 54 169 234 411 95 95th Queue (ft) 564 568 663 412 571 ,; 472 417 96 .= 262 . 434 432 65 ' Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (9X , 27 , 34 61 . ;: 40 2 7 = 0 32" Queuing Penalty (veh) 0 0 478 . 314 14 50 2 205 Storage Bay Dist (ft) 570 570 350,`:` 95 Storage Blk Time (%) 27 34 61 59 57 Queuing Penalty (veh).:: ` = 121 157 390 =' . 458 196 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R Maximum Queue.(ft) „ 375 '-- 564 567 560, 300 142 147 173 - 47 Average Queue (ft) 236 505 95th Queue (ft) >... 369 649 551 566, .= 540 227 94 42 48 4 560 419 ;% 144 107 92% 25 ' Link Distance (ft) 520 520 520 1003 U "stream Blk Time12=- 54 40 Queuing Penalty (veh) 49 219 162 a. Storage Bay ,_300 „ 150 Storage Blk Time (%) 0 7 83 1 0 0 QeumgyPehalty(veh) 70 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T TR LTR R MaxiZME-mum Queue (ft) 15 279 _ „303 92 52 Average Queue (ft) 1 48 257 34 13 95th Queue (ft) 5 201; , 38970 40 . , :.� ., .. Link Distance (ft) 399 277 277 288 399 Upstream Blk Time(°l°)0 QuI euing Penalty (veh) 1 15 89 al Storage Bay Dist (ft) r - Storage Blk Time (%) / Queuing Penalty(veh) - r . : E One Logistics Park - Winchester SimTraffic Report I Pennoni u r r Queuing and Blocking Report 2028 No -Build PM Intersection: 32: Bend ovement NB Directions Served T Maximum Queue (ft) 691 Average Queue (ft) 25 95th Queue (ft) 236 Link Distance (ft) 1003 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 7 2028 No -Build PM 12/07/2020 M-------._ __- __ ___ .-..�.___ .. ovement - EB -----__ ._... EB _. _- - -- EB -- -------- EB ----- WB ------- - WB - -------___ WB - ------ WB — 679 - -- -...... B79 NB NB Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 44 262 288 35 45 1137 1149 500 406 483 194 87 Average Queue (ft) 6 106 110 5 10 663 740 399 137 169 88 32 95th Queue (ft) 25 209 207 20 28 1482 1532 703 396 462 165 66 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%) 0 0 14 48 Queuing Penalty (veh) 0 1 131 450 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 12 39 45 Queuing Penalty (veh) 3 221 254 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement SB Directions Served LTR Maximum Queue (ft) 89 Average Queue (ft) 44 95th Queue (ft) 80 Link Distance (ft) 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 8 2028 No -Build PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement , WNW z W,B V�B 3 yVB 7Wg Y NB B84 < '5� Sl3%ice .; . Directions Served T T L L T T T R T R R Maximum,Queue (ft) 291 325 • 221 251 , `-- 78 73, ; 49, ;651:.'314 303 Average Queue (ft) 273 279 104 108 31 19 11 407 725 182 145 95th Queue (ft) ; ° 292 339 244 190 : 199 69 =� 51 36 876 - 1997 = 270247 Link Distance (ft) 244 404 404 404 530 7698 951 Upstream Blk Time (%) 51, 28. 46 Queuing Penalty (veh) StorageBay Dist (ft) 346 187 0 ;475 '475 ,-:. , 500_ Storage Blk Time (%) , Queuing' Oenalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike louem ntr / Ff8,. Directions Served L L T T T T T L T T T R ' Maximum Queue'(ft) 566. 567 = 640y 552 428 437 625 235: 387 399 458: 95 Average Queue (ft) 95th Queue (ft) 556 564,1569 564 638 206 416 312 452 62 204 270 639 372 425 543 804 / 154 ,` "• ,°321 - 444 >` ,= " 422 95 443 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 33 ;50 68 0 51 ; 11 39, 0 = 0 37 Queuing Penalty (veh) 0 s .., .,... 0 525 0 396 85 303 0 2 235 Sfora e Ba Dist ft 570 570 w Storage Blk Time (%) 33 50 68 0 58 58 Queuing Penalty (veh); 148 229 .429 0 s , o, , 457 197 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Rio ev meet: NBN tz �.... Directions Served L L T T R L T T R Maximum Queue (ft) ~- 374 576 4612 579 300 146 149 216 - 40 Average Queue (ft) 206 397 541 529 219 110 67 63 4 95th Queue (ft) -'334 695 609„ 586' 426 153 170 150 Link Distance (ft) 520 520 520 1003 Upstream Blk Time;(%) • ; Queuing Penalty (veh) 19 47 28 All 77 188 113 StorageyBay Dist (ft) „= 375 300 9 15Q ' 150 350. '• Storage Blk Time (%) 0 1 78 1 2 4 0 Queuing Penalty (veh) , 0 4. 66 3 ' 6 =` 14 1 ,. 1 0 I One Logistics Park - Winchester SimTraffic Report I Pennoni Run 8 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement EB WB WB ------- ____. NB ___.-_._.___, SB _.__...._ _ , .. __. .... ....... .. ........ Directions Served T T TR LTR R Maximum Queue (ft) 56 277 305 95 69 Average Queue (ft) 95th Queue (ft) 2 19 83 270 287 304 40 82 28 59 Link Distance (ft) 399 277 277 288 399 Upstream Blk Time (%) 0 19 Queuing Penalty (veh) 1 116 Storage Bay Dist (ft) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB EB WB WB WB WB B79 B79 NB Ng Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 60 302 293 33 998 1120 1138 500 950 927 117 89 Average Queue (ft) 7 111 109 7 44 850 1024 499 514 560 51 26 95th Queue (ft) 22 225 234 23 348 1510 1492 505 1114 1114 108 59 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%) 0 0 12 84 1 1 Queuing Penalty (veh) 1 1 118 802 7 10 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 11 54 66 Queuing Penalty (veh) 0 3 308 372 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement SB j Directions Served LTR ' Maximum Queue (ft) Average Queue (ft) 110 44 95th Queue (ft) 90 Link Distance (ft) 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester Pennoni SimTraffic Report Queuing and Blocking Report 2028 No -Build PM Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing;Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 8 2028 No -Build PM 12/07/2020 ovemerlf 4 EB B' EB B WB � NB„ BNB, W� Sg: '£, B' $� Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 265; 193 198 . _,,.. 68a„ 48 438. 495 368 86 , 95 157' Average Queue (ft) 95 108 111 9 27 251 „ 273 123 33 42 71 95th Queue (ft) 179 179 179 35 52 382 430 : �914 220 . 69 80 132 e Link Distance (ft) 914 814 814 424 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 28b 200 Storage Blk Time (%) 0 0 2 Queuing 'Penalty (veh) `' 0Ail ; Intersection: 100: Millwood Pike & Inverlee W r m Directions Served L R LR Maximum Queue:(ft) 51 22 91 Average Queue (ft) 15 1 33 95th Queue (ft Link Distance (ft) 1207 Upstream Blk Time(%) Queuing Penalty (veh) Storage "Bay Dist,(ft) 330 300 M Storage Blk Time e, Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni II 1 I I I I Run m� Queuing and Blocking Report 2028No-Build PM 2028 NO'BUi!dPM 1207/2020 Intersection: 30: Front Royal Pik8/1'81 NB R8[DiDS & MiUVV00d /\V9DU6/MiUVV00d Pike Directions Served L L T T T T T L T T T R -- Maximum Queue UA 608 567 830 564 428 418 814 127 313 309 437 85 Average Queue (k) 0S|hQueue (N .' 557 684 564 508 837 849 203 370 370 532 231 404 202 556 82 113 187 304 262 439 414 433 OS 95 ~~ Link Distance (k) 567 587 404 404 404 398 399 389 Upstream 8|kTime 28 40 64 O 42 5 0 O 38 Queuing Penalty (voh) O U 500 0 331 45 73 2 225 Storage Bay Dist U0 570 570 350 05 Storage B|kTime (Y6) 28 40 64 60 SO Queuing Penalty (vah) 129 181 408 470 203 ~� Intersection: 30: Front Royal Pik /181 NB Ramps & Millwood Avenue/Millwood Pike 0� Directions Served L L T T R L T T R Maximum Queue (M) 375 678 672 681 300 130 149 178 56 Average Queue (8) 240 456 548 533 250 04 84 SO S N� 0S\hQueue /N ' 407 875 685 558 423 140 148 134 28 kDistance` Li n(0) 520 520 520 1003 Upstream B|kTime MQ 13 45 29 N� Queuing Penalty (vah) 53 183 115 Storage Bay Dist UA 375 300 150 150 350 Storage BlkTimo (%) 4 5 81 1 O U 0 Queuing PenuUykmN 12 14 88 3 U 1 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ----------- Directions Served T TR LTR R N� Maximum Queue KA Average Queue (h) 277 101 314 284 OU 37 54 17 OS(hQueue (0) 301 318 78 43 Link Distance (N 277 277 288 390 Upstream 8|kTime (96) O 16 Queuing Penalty (vah) 1 93 Storage Bay Dist UU Storage B|kTime (%) Queuing Penalty (veh) One Logistics ParkVNnchester SimTraffic Report Run 9 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 32: Bend I Directions Served T Maximum:Queue (ft) 748 632 Average Queue (ft) 27 23 95th Queue (ft) 156 u 2a6 Link Distance (ft) 1003 1003 UpstrearrrBlk Time (%) N16- ... d Queuing Penalty (veh) Storage' Bay Dist�(ft) ,. ... Storage Blk Time Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike' Directions Served L T T R L T T TR L TR LTR Maximum ;Queue (ft) 60 186 228 „ 32 ' 23, �. ,.;. 796 867 500 `, 158 69f. 111 Average Queue (ft) 1485 86 4 6 95th Queue ft 38 168 172 16 22 74 379. 273 381 787 634 66 125 33 61 32 72 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (fit �4000 500 Storage Blk Time (%) 9 12 Queuing Penalty (ueh} 49 67 ' Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza G Directions Served LT R LT R L T T TR L T T R Maximum,,Queue (ft) :, 93a 132 157 139 300 _., 495 519 508 37 ... Average Queue (ft) 53 50 69 63 63 ,' 468 477 476 10 73 75 5 95th Queue (ft) 84 $9 123 „ „ 111 246 510 =:531 506 27 135 139" 21 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream`BIk Time (%) ;: 77 81 `95 Queuing Penalty (veh) 332 348 409 Storage Bay Dist'(ft)�„ o,300 150.: �..F Storage Blk Time (%) 0 75 0 Queuing Penalty (veh} %�� „ 0 16 0 % r One Logistics Park - Winchester SimTraffic Report I Pennoni iI � I I I I I I I I Queuing and Blocking Report 2028 No -Build PM Run 10 2028 No -Build PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB B78 B78 B78 WB 1N6 WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 567 639 562 430 420 625 349 370 399 441 95 Average Queue (ft) 558 565 638 190 416 291 350 60 171 236 418 95 95th Queue (ft) 565 568 639 346 427 557 793 166 286 441 436 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 31 47 68 0 53 12 31 0 38 Queuing Penalty (veh) 0 0 525 0 411 93 245 1 240 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 31 47 68 0 0 59 59 Queuing Penalty (veh) 142 216 429 0 0 457 201 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB NB NB NB SB SB SB _..._.__._.._.._---..___._.... SB _. _._ _. -1 Directions Served L L T T R L T T R Maximum Queue (ft) 287 568 572 576 300 144 149 399 350 Average Queue (ft) 179 442 553 538 205 111 77 115 18 95th Queue (ft) 279 692 571 564 416 164 171 280 126 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) 15 53 42 Queuing Penalty (veh) 61 212 168 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 81 1 6 7 4 0 Queuing Penalty (veh) 1 69 3 22 23 18 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T TR LTR R Maximum Queue (ft) 21 277 312 93 52 Average Queue (ft) 1 97 289 35 18 95th Queue (ft) 7 289 305 65 44 Link Distance (ft) 277 277 277 288 399 Upstream Blk Time (%) 0 18 Queuing Penalty (veh) 1 110 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 32: Bend Storage Bay Dist (ft) Storage Blk Time (%) Queuing=Penalty (ueh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 10 2028 No -Build PM 12/07/2020 Directions Served L T T R L T T TR T T L TR MaximumQueue (ft) 41 190 190 11, 1000 1124 1148 500 909 910; 150 51' Average Queue (ft) 14 85 84 3 80 1086 1110 500 414 454 76 24 v. . 95th Queue (ft) 35 174 184 10 501 1150 1134 500 838 840 „ 130 45 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 stream Blk-Tip'e(%)- 24 ri Queuing Penalty (veh) 223 857 0 0� Storage Bay Dist (ft) 1000 Storage Blk Time (%) 0 18 55 68 Queuing Penalty (veh) 317 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue ft (..)#STY 87 ",. a U% Average Queue (ft) 33 954h Queue (ft} 59 Link Distance (ft) 446 Upstream Queuing Penalty (veh) Storage,Bay Dist (ft �, _ .. 2i Storage Blk Time (%) Queuing Penalty (veh) = One Logistics Park - Winchester SimTraffic Report Pennoni 1 n U F F1 I F1 1 n d I Run 10 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/07/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 FAovemerit _.. ... _......... - __ -. _... EB .. -. EB EB EB WB . _........ WB ._ WB NB NB SB . _. _ .. SB j Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 180 229 204 50 68 370 407 255 69 112 152 Average Queue (ft) 95th Queue (ft) 90 150 114 197 115 210 8 31 27 58 217 349 238 371 143 241 32 63 54 97 60 110 Link Distance (ft) 914 914 814 814 424 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 100: Millwood Pike & Inverlee Wv _.. __ __.. Movement _ ..._ ._ EB SB - - - ---- - .. .._ _ ._ _... _ .. _..... . � Directions Served L LR Maximum Queue (ft) 72 111 Average Queue (ft) 18 43 95th Queue (ft) 51 88 Link Distance (ft) 1207 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 110: Millwood Pike & Sulphur Springs Rd Movement _..... WB _....WB __ .... _N__.B --- - NB r NB _-- B6 _-----.- _ B6 SB SB SB � Directions Served L R T T R T T UL T T Maximum Queue (ft) Average Queue (ft) 238 82 132 69 808 783 809 780 290 257 5605 2926 5630 2948 236 123 180 49 174 72 95th Queue (ft) 172 118 806 799 386 5709 5745 218 131 138 Link Distance (ft) 508 693 693 14795 14795 2541 2541 Upstream Blk Time (%) 65 70 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 290 430 Storage Blk Time (%) Queuing Penalty (veh) 55 160 2 13 11 I I One Logistics Park - Winchester SimTraffic Report Pennoni Run 11 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T T R Maximum Queue (ft) 563 `566 639 360 427 441. �. 596 128 ,' „,339, 454 ; 440. , . 95 Average Queue(ft) 556 565 638 165 416 331 312 46 170 261 417 95 95th Queue ft.`= O� , ; - 561 - 568 , 639 ;� 283 c427 544 ; : : 768 98 274 ':: 476 ' ' 433, 95 e Link Distance (ft) 567 567 404 404 404 ,�, , 399 399 , 399 Upstream Blk Time (%) 30 49 70 ' 52 0: 35' Queuing Penalty (veh) 0 0 542 404 79 215 2 218 Storage Bay Dist (ft),,570 '570 350 - 95 Storage Blk Time (%) 30 49 70 0 59 57 Queuing-Penalty'(veh) 137 223 %442. „_.... 0 46i 194 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike a�ement �` E �,�� �,,N,B ..��r�. Directions Served L L T T R L T T R Maximum Queue (ft) 374 562 576 576: 300 5 .., ;.; 46 147 133 , . 41_ - Average Queue (ft) 207 494 550 540 221 . 106 58 59 1 95th Queue (ft) � 365 653" 569 566 d 425 154 149 110 14 Link Distance (ft) 520 520 520 , 1003 UpstreamBlk Time=(%) = 17 62 „ 39 .j ' Queuing Penalty (veh) 70 249 156 Forage Bay.Dist (ft) 375 300 �1 150 150� d. 350 Storage Blk Time (%)0 0 87� 3 1 0 Queuing Penalt veh Y( ) 0 0 73 2 10j 3= 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Maximum Queue (ft) 30 277 303 Average Queue (ft) 1 79 281 36 19 95th10 '256 302 `, 7447 Link Distance ft O 399 277 277 288 399 Upstream Blk Time (%°), Queuing Penalty (veh) 1 91 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennon! 1 U I I I L: Queuing and Blocking Report 2028 No -Build PM Intersection: 40: Delco Plaza/Tulare Drive & Millwood Pike Run 11 2028 No -Build PM 12/08/2020 Povement_ ._B_-.EB---_.__EB...- EB__ B _�—WB -W,B_. - _WB 879B79 NB NB Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 18 163 166 34 23 1029 1101 500 122 136 192 63 Average Queue (ft) 7 75 81 6 10 155 309 387 4 10 65 25 95th Queue (ft) 20 147 146 23 27 663 964 607 42 66 125 48 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%) 0 8 Queuing Penalty (veh) 1 75 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 12 16 Queuing Penalty (veh) 0 65 89 Intersection: 40: Delco Plaza/Tulare Drive & Millwood Pike o. ve_...m.._e..-._._.._.._ __. nt ..._B _--- _.-._-__.__.-.-._-------_---_.-._...-.___--.--_--___._._.____._..,.._.-_.._-.__..._.__..___..__.__ ..__... .................. S Directions Served LTR Maximum Queue (ft) 113 Average Queue (ft) 35 95th Queue (ft) 85 Link Distance (ft) 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) EB EB WB WB NB NB LT R LT R L T 201 54 135 197 300 495 74 33 56 72 39 447 156 55 99 134 190 613 983 983 1918 1918 393 77 333 300 0 66 0 14 ---...-.._.___-------._.__.___-____. _._ _... _. NB NB SB SB SB SB T TR L T T R 519 519 37 171 155 53 471 454 8 62 78 6 576 585 25 135 139 26 393 393 520 520 520 86 90 375 391 150 1 0 One Logistics Park - Winchester SimTraffic Report Pennoni Run 12 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike � y,13"'." 'mF �'" � "'�.' �"' r '+z*'nc§ �8,.., .f=�.����.. �.�� 878, 878� WB.��a,s . B78� „ WB,, .. 1`1W,6,7wW.. y Directions Served L L T T T T T L T T T R Maximum=Queue,(ft) 564 566 „Ez62 �295 428422 536, 124,,' 317 398,E =439� '95 �, , : . Average Queue (ft) 556 564 639 160 415 168 130 41 172 233 402 95 95th Queue �(ft) 562 568 647 256 % 426 426 381 ; 94 „- 271 436, , 456 , 95 Link Distance (ft) 567 567 404 404 404 399 399 399 26 53 Upstream Blk Time 69 = 53 ,.:-.,.. 4 2; ' 0, 27` Queuing Penalty (veh) 0 0 539 414 28 12 1 173 Storage Bay`Dist (ft) 570 570 350 95 „ _..,.; Storage Blk Time (%) 26 53 69 56 57 Queuing Penalty (veh) '' ` 119 240 439 = 436' ' 196 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NE3 NBA N B NB ".. 4 f G �..g..,, FW ,�5$ ....SBSgy564�B32t' �, FIRE- Directions� Served L L T T R L T T R T Maximum Queue (ft) 375„ 568 579 573 300 144 150 1081 350 139 o� _e Average Queue (ft) 237 437 539 526 246 125 110 312 115 5 95th Queue (ft) ,� . 394.667 594 571 411 165 "� 197 = 801 380 47 . Link Distance (ft) 520 520 520 1003 520 Upstream Blk (%) 12 46 Queuing Penalty (veh) 49 185 92 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 1 5 77 1 10 21 27 0 Queuing Penalty (yeh) 3' 16 4t 36 73 131 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 1 a a�_� Directions Served T TR LTR R Maximum Queu6 ft) - 276 30.5 73, 58 !% . ... „" Average Queue (ft) 46 219 33 15 95th Queue (ft 1 s7 402 Link Distance (ft) 277 277 288 399 Upstream blk Time (%) . - 0 14 Queuing Penalty (veh) 0 84 Storage,Bay Dist (ft). Storage Blk Time (%) Queuing Penalty (veh) x, I One Logistics Park - Winchester SimTraffic Report Pennoni L L� Queuing and Blocking Report 2028 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 12 2028 No -Build PM 12/08/2020 Movement EB EB. EB EB WB WB WB WB B 7 9 B79 NB NB, Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 40 167 203 28 991 1100 1138 500 927 914 136 69 Average Queue (ft) 8 84 95 5 45 561 673 357 208 236 74 22 95th Queue (ft) 25 156 172 15 346 1385 1502 695 679 727 120 48 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%) 9 47 0 0 Queuing Penalty (veh) 86 445 2 1 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 8 36 41 Queuing Penalty (veh) 0 2 202 227 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) 113 Average Queue (ft) 47 95th Queue (ft) 101 Link Distance (ft) 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza Movement EB EB WB WB NB ___._._...._._-_...._ NB NB .___.-.__,_ NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 200 75 133 162 299 508 519 495 40 153 167 29 Average Queue (ft) 55 45 58 83 59 328 352 331 7 73 67 7 95th Queue (ft) 138 73 106 144 222 626 626 620 25 130 126 23 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 35 50 51 Queuing Penalty (veh) 150 213 217 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 31 0 Queuing Penalty (veh) 0 7 0 One Logistics Park - Winchester Pennoni SimTraffic Report Run 12 Queuing and Blocking Report 2028 No -Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 2028 No -Build PM SB, 12/08/2020 Directions Served UL T T R UL T TR LT R LT R Maximum;Queue (ft) 179 313 260 49 ,= 364 ' ' ,=533 557 ' 222 66, 177 137 Average Queue (ft) 104 132 132 7 27 250 281 143 33 82 55 95th Queue`(ft) - 169 223 214 �914 315 60 404- 448 -- 228 `: 58 158� Link Distance (ft) 914 814 814 424 424 267 UpstreainBlk Time (%) ,. Queuing Penalty (veh) Storage Bay Dist (ft) 280 s 20U,' 365 �� ' 225 Storage Blk Time (%) 0 1 0 3 Queuing.Penalty (veh) 0 0 „. 0 Intersection: 100: Millwood Pike & Inverlee W Storage Blk Time (%) Queuing Penalty Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queue (ft) 133' 108 808 820„ „ 290 7026 7060 244 236 Average Queue (ft) 74 57 781 780 239 4304 4327 121 55 74 95th Queue (ft) . 126 95 805 802 :: 397 ' 6,987 6998 204 132 Link Distance (ft) 508 693 693 14795 14795 2541 2541 Upstream :Blk Time;(%)., 66 73 . Queuing Penalty (veh) 0 0 SforageBay Dist(ft) :» '450 430 Storage Blk Time (%) 58 2 ��� Queuing Penalty (veh) 168 13 - One Logistics Park - Winchester SimTraffic Report Pennoni ' Run 13 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB 678 i378 B78 WB WB WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 567 658 373 425 417 600 118 334 399 439 95 Average Queue (ft) 552 560 621 175 382 180 141 47 176 235 416 95 ' 95th Queue (ft) 577 585 779 271 544 438 460 94 296 450 436 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 19 33 64 45 2 6 0 38 Queuing Penalty (veh) 0 0 502 351 19 44 1 239 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 19 33 64 0 57 58 Queuing Penalty (veh) 86 151 409 0 446 197 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike . ovement NB NB NB NB NB SB ----..-..- SB - _ SB - - - - SB Directions Served L L T T R L T T R Maximum Queue (ft) 340 572 589 575 300 146 150 524 345 Average Queue (ft) 195 463 547 545 253 116 77 95 17 95th Queue (ft) 319 684 571 569 417 154 176 292 124 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) Queuing Penalty (veh) 14 56 55 220 41 165 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 84 1 4 6 10 0 Queuing Penalty (veh) 0 71 2 12 21 48 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB NB SB � Directions Served T TR LTR R Maximum Queue (ft) Average Queue (ft) 276 50 300 285 73 34 50 18 95th Queue (ft) 211 298 60 43 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 18 ' Queuing Penalty (veh) 1 110 Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) 1 I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 32: Bend Run 13 , 2028 No -Build PM 12/08/2020 M r a s A el Y,,,QVF:r�ej�t',r. Directions Served T Maximum Queue (ft) ;750 Average Queue (ft) 27 95th Queue (fif} . Link Distance (ft) 1003 Upstream t31k Queuing Penalty (veh) Storage Bay Dist (ff) . Storage Blk Time (%) Queuing Penalty, (Veh) y Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) " 84 w. 226 225 11 45 1137 \ 1,148 _ 500 477 490 132; 51 Average Queue (ft) 14 95th Queue ft 44 109 210 108 4 10 580 33 . 1378y 787 1414.1 484 586, 93 332, 119 56 395 22 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream BlkTime(%) 3 41 Queuing Penalty (veh) 32 383 Storage Bay Dist (fk) s 1000r. 500 r Storage Blk Time (%) 2 41 48 Queuing Penalty (.veh) 265 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR M,a'ximum Queue ft % .) (3 89 i�. Average Queue (ft) 44 95th Queue (ft} 77 Link Distance (ft) 446� Upstream 131k Time(%)SUN e e Queuing Penalty (veh) Storage Bay Dist\(ft) Storage Blk Time (%) Queuing Penalty (veh) 1 I One Logistics Park - Winchester SimTraffic Report I Pennoni I Ci I Queuing and Blocking Report 2028 No -Build PM Run 14 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) EB EB EB EB B78 B 7 8 B 7 8 WB WB WB WB WB L L T T T T T L T T T R 563 567 639 272 425 422 601 340 347 405 435 95 554 564 638 172 415 208 209 69 179 237 416 95 562 568 639 258 426 476 578 178 300 428 432 95 567 567 404 404 404 399 399 399 28 36 69 54 3 9 0 36 0 0 537 417 24 67 1 225 570 570 350 95 28 36 69 0 0 58 58 127 164 439 0 0 453 199 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB NB NB NB SB SB SB SB TT - B32 � 634 � 1 Directions Served L L T T R L T T R T T Maximum Queue (ft) 374 577 580 560 300 145 150 1100 350 610 361 Average Queue (ft) 194 485 549 536 206 131 127 752 211 126 22 95th Queue (ft) 314 684 571 556 415 165 200 1445 489 467 154 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Time (%) 22 59 40 32 6 Queuing Penalty (veh) 87 238 162 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 1 0 82 1 18 26 41 1 Queuing Penalty (veh) 2 1 69 3 62 91 198 2 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike ' Movement Directions Served ' Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 17 L -WB ---_ WB ___- NB- ---SB _.-- __..._ _ _ _.. T TR LTR R 277 300 71 49 58 275 28 21 203 316 63 44 277 277 288 399 0 12 0 70 One Logistics Park - Winchester SimTraffic Report Pennoni Run 14 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike NB:'. NB Directions Served L T T R L T T TR T L TR LTR Maximum Queue (ft) 1.9 185 181 31 23 - 1028 1101, ,; 500 38 154 69, :131 Average Queue (ft) 8 70 80 4 6 159 286 304 1 61 30 39 95th Queue (ft) 21 149. 153 15,� 22 ; 579 .i ,829 631 6 113 57 91 Link Distance (ft) 277 277 277 277 1029 1029 914 444 444 446 Upstream Blk Time 0 1 Queuing Penalty (veh) 0 12 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 9 14 Queuing Penalty (veh) 0 49 Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue.(ff) 159 73, 135 352 == 299' E ':519 _ 508 519 -149 � 185 176 = 27 Average Queue (ft) 81 38 59 95 80 479 486 485 14 69 66 4 95th Queue (ft) 142` 67 103 225 288 =� `501 507 507 r - 61 '147 136 16 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 81 96 _ 100. Queuing Penalty (veh) 352 414 433 Storage Bay Dist (ft) 300 Storage Blk Time (%) 0 67 0 0 Queumg:Penalty.(Veh) „ ; . = Q' . 14 . , 0 0 Intersection: 51: Front Roval Pike & Costco ovement3,7 Directions Served R T T T TR Maximum Queue (ft) 582 1479 365 395 321 Average Queue (ft) 579 1008 263 273 ,. 264 95th Queue (ft)' `587 v-1843 351 364337„ _ Link Distance (ft) 510 1464 252 252 252 Upstream Blk Time (%) 98 39 28 .32 29 Queuing Penalty (veh) �0 0 109 , 127 115 Storage Bay,Dist'(ft) . Storage Blk Time (%) Queuirig:Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni I 1 I 1 C 1 it I I Run 15 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 ' Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB EB B78 B78 678 WB WB WB WB Wf3 Directions Served L L T T T T T L T T T R Maximum Queue (ft) 565 566 662 235 425 411 577 149 239 452 439 95 ' Average Queue (ft) 95th Queue (ft) 556 563 564 568 639 647 136 219 413 423 84 306 68 290 49 114 156 231 232 444 415 432 95 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 36 54 72 55 1 0 0 34 Queuing Penalty (veh) 0 0 557 430 9 3 2 210 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 36 54 72 57 60 ' Queuing Penalty (veh) 164 245 454 447 206 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike Mov..---e...m.--ent_,--__ __ _ - -... _. __ _NB_. _.._. _. NB. -_- ---- NB -- NB NB __..__._._..--- SB __-_"- SB - SB _B _ ------ -- S] Directions Served L L T T R L T T R Maximum Queue (ft) 366 572 601 578 300 145 150 742 350 Average Queue (ft) 170 444 549 541 250 111 71 182 89 95th Queue (ft) 287 687 577 563 423 164 178 560 336 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) 19 58 43 1 Queuing Penalty (veh) 76 231 173 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 0 84 1 11 11 15 0 Queuing Penalty (veh) 0 0 72 3 37 38 73 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB WB NB SB { Directions Served T T TR LTR R Maximum Queue (ft) 17 295 312 95 73 Average Queue (ft) 1 88 278 30 22 95th Queue (ft) 6 289 349 61 55 Link Distance (ft) 277 277 277 288 399 ' Upstream Blk Time (%) 0 16 Queuing Penalty (veh) 1 97 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 15 2028 No -Build PM 12/08/2020 r T._ WB,,., . Y...�?-.W6 WB ; WB t Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 38 184 164 34 43 933 1032 500 156 107 150 Average Queue (ft) 6 67 82 7 10 70 149 319 82 33 50 95th Queue (ft) 21 144 155 25 30 . `348 595 551 146_ 67- - 113 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) 0 Queuing Penalty (veh) 2 Storage Bay Dist (4)� ., , 1000 50G' Storage Blk Time (%) 6 8 Queuing Penalty '(veh) ; `, 31 44 ' Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 243 91 156 161 300 519 519 519 17,,= 154 190 28 Average Queue (ft) 85 39 60 73 67 442 446 438 7 77 79 4 95th Queue (ft) 201 70 108 136 248 566 577 . 573 19 ` 145 = 144 17 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time ;(%) 62 " 68, 75 Queuing Penalty (veh) 270 293 326 Storage Bay DisQft) 300 : 150 Storage Blk Time (%) 0 65 0 Queuin PenaIt veh = 0... .14: 0 Intersection: 51: Front Roval Pike & Costco Directions Served R T T T TR T MaximumQueue (ft), 582 1479 375 372 324 53 Average Queue (ft) 370 448 197 203 189 2 95th Queue (ft) 784 1355 417 423 394' 18 Link Distance (ft) 510 1464 252 252 252 393 Upstream Blk ,-Time (%) 55 10 26 30' „._ Queuing Penalty (veh) 0 0 100 115 97 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni I Run 16 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ . _ _...._ ..___.._._ _ ._....._ Movement .. .__-.___. EB EB .._ __. EB _...__..._.__.-...._ EB B78 B78 _ ... _8" 678 ---,-W,,-B-- WB ....._ WB Wf3 _.. Wf3 _ .... Wf3 ' Directions Served L L T T T T T L T T T R Maximum Queue (ft) 562 567 639 292 427 446 614 103 353 399 436 95 ' Average Queue (ft) 95th Queue (ft) 554 561 565 569 638 644 162 268 395 536 276 541 303 717 48 89 160 258 203 418 416 434 95 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 15 38 66 45 8 15 0 35 Queuing Penalty (veh) 0 0 512 351 63 116 2 222 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 15 38 66 0 56 56 ' Queuing Penalty (veh) 67 176 417 0 439 190 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike Movement NB NB NB NB NB SB SB SB .. SB W2 Directions Served L L T T R L T T R T Maximum Queue (ft) 374 565 590 568 300 146 150 1081 350 165 Average Queue (ft) 209 401 531 518 227 135 138 498 175 8 ' 95th Queue (ft) 332 694 600 609 418 162 191 995 463 62 Link Distance (ft) 520 520 520 1003 520 Upstream Blk Time (%) 11 43 33 4 Queuing Penalty (veh) 46 174 131 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 3 77 1 12 24 44 1 ' Queuing Penalty (veh) 1 8 65 3 41 83 212 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB _- - - ---------- - WB -------- NB- - - SB , Directions Served T TR LTR R ' Maximum Queue (ft) Average Queue (ft) 277 111 315 290 92 33 52 14 95th Queue (ft) 299 308 66 38 Link Distance (ft) 277 277 288 399 ' Upstream Blk Time (%) 0 16 Queuing Penalty (veh) 1 95 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 16 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) -,' 60 206 224 33 23 = 104 , - 554 500 171 110 " 110 Average Queue (ft) 12 86 95 4 5 25 80 298 66 29 38 95th Queue (ft) 169 185 15 20 73 318 , , 503 120 63 83 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream BllkTime (%) Queuing Penalty (veh) Storage Bay Dist (ft) ��' �'..,.::.'1000 ti 500 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 7";. . Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue'(ft) 18,1 94 93 116 299 496 519 508 16 145 151 5 Average Queue (ft) „- 63 36 44 63 27 377 398 380 4 66 66 2 95th Queue (ft) 134 68 _ '85 98 153 650 „= ' 6,56 650, , 16 1,30 130 4 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 y„ Upstream Blk Time (%oj Al - Queuing Penalty (veh) 250 280 303 Storage;Bay Dist (ft)Owl150: Storage Blk Time (%) 0 55 0 r Queuing Pena lty,(veh) 0 0 12 0 Intersection: 51: Front Roval Pike & Costco ovement � �B4 % Ni3 N BNB 3 Directions Served R T T T TR MaximumQueue ft 582 1208 371 314 353 Average Queue (ft) 339 292 178 183 182 95th Queue (ft) :. 771 941 392 398 ;406 Link Distance (ft) 510 1464 252 252 252 UpstreamBlkTime,(°lo) m, MW 4821 _ .,. 26= 21 - Queuing Penalty (veh) 0 77 98 80 Storage -Bay Dist (ft) , „ Storage Blk Time (%) Queuing Penalty; (veh) L 1 u n 1 r One Logistics Park - Winchester SimTraffic Report I Pennoni Run 17 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike - -EB" — EB- -� EB ...- EB B78� .._B78 _B78 - WB-. WB WB .,._.. WB WB DirectionsServed T T T T T L T T T R Maximum Queue (ft) 566 567 639 299 428 420 625 119 321 401 437 95 Average Queue (ft) 557 564 638 171 415 286 372 46 179 221 419 95 ' 95th Queue (ft) 563 569 639 252 426 530 758 91 280 425 439 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 19 38 68 53 11 28 0 37 Queuing Penalty (veh) 0 0 531 415 85 218 2 230 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 19 38 68 59 58 ' Queuing Penalty (veh) 88 175 434 463 200 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB. NB NB NB SB SB SB SB Directions Served L L T T R L T T R Maximum Queue (ft) 375 606 582 574 300 143 150 928 350 Average Queue (ft) 195 472 545 541 201 117 93 319 87 95th Queue (ft) 325 697 569 564 421 164 194 755 336 Link Distance (ft) 520 520 520 1003 ' Upstream Blk Time (%) Queuing Penalty (veh) 19 75 53 213 40 161 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 1 84 1 6 20 23 1 ' Queuing Penalty (veh) 1 2 71 3 22 70 113 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB WB NB SB � Directions Served T T TR LTR R Maximum Queue (ft) Average Queue (ft) 42 0 277 96 303 290 74 32 54 25 95th Queue (ft) 0 295 306 61 54 Link Distance (ft) 277 277 277 288 399 Upstream Blk Time (%) 0 21 Queuing Penalty (veh) 1 125 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Ll One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 17 2028 No -Build PM 12/08/2020 Directions Served L T T R L T T TR T T L TR Maximum:Queue (ft) a „ 40 194, 1,58 12 ; `,.999 1119 1125 - - 500 `�; 952� 940 ,..173 , 69 Average Queue (ft) 7 77 74 4 42 677 971 496 501 516 80 29 95th Queue (ft) ;` . , 27 151 152 12 346 1466 1366 528 1208 =, 1209 144 57 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 6.. 444 UpstrearBlk Time (%) ,,. 9 631,; ! 4 Queuing Penalty (veh) 82 596 9 35 Storage Bay Dist (ft). ;1000 500 Storage Blk Time (%) 0 8 49 58 „ QueuingFenalty(ueh) , .... 0 .. 2 280 324 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike emWbrift,/.. `yR/ 4 j: 3 i{`t F'fl // Directions Served LTR Maximumueue (ft)08 ;Q = e. ,� Average Queue (ft) 38 Link Distance (ft) 446 �, Upstream Blk Time,(%) v �r . �. Queuing Penalty (veh) / Storage ,Bay Dist Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue'(ft) 203; 76 '135 . 137 = 300 495 508. 518 ': 38 %%185 162 29 Average Queue (ft) 64 37 60 68 32 388 398 ,.,. 390 6 76 70 , 7 95th Queue (ft),. 155 67 104 121 156 633 ,630 626 / 22 159 ' 137 24 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520� 520 / Upstream Blk Time;(%) ;. „ " " . - 56 64 l 66 Queuing Penalty (veh) 241 279 284 Stoe Ba ragy300 , / Storage Blk Time (%) 0 57 1 Queuing Penalty, (veh) = = E F� 1 One Logistics Park - Winchester SimTraffic Report I Pennoni I L� I Queuing and Blocking Report 2028 No -Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement EB EB EB EB WB Directions Served UL T T R UL Maximum Queue (ft) 183 202 223 63 364 Average Queue (ft) 94 101 112 6 106 95th Queue (ft) 152 172 181 32 350 Link Distance (ft) 914 914 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 1 Run 17 2028 No -Build PM 12/08/2020 -___----------_._--------- _..._._- WB WB B13 B13 B72 B72 NB T TR T T T T LT 922 909 447 434 857 896 322 487 516 99 101 93 100 169 982 991 385 395 446 472 271 814 814 338 338 916 916 424 21 24 17 19 181 201 148 164 31 17 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB SB SB - Directions Served R LT R Maximum Queue (ft) 66 329 225 Average Queue (ft) 29 76 66 95th Queue (ft) 53 196 143 Link Distance (ft) 424 267 Upstream Blk Time (%) 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 225 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 1 0 Intersection: 100: Millwood Pike & Inverlee W ovement EB SB � Directions Served L LR Maximum Queue (ft) 53 178 Average Queue (ft) 23 48 95th Queue (ft) 55 121 Link Distance (ft) 1207 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni F1 Run 18 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' "� 678 B78WB WWB 3W6. 11VB Directions Served L L T T T T T L T T T R ' Maximum Queue (ft) = 5661 567 639 567 426 414• : 601 ; 196 34,1 " 420 435 95 , , , , ;, Average Queue (ft) 557 565 638 213 374 221 176 63 177 287 419 95 95th Queue ft 566 569 639 440 517 48 , 532 131 ° '.:` 292 463:` ,, 434: 95 ' Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 20 33 62 0.. 41 0 37 Queuing Penalty (veh) 0 0 480 1 322 36 61 2 232 . f. Storage Bay Dist<(ft) 570 570 350 ,°. 95 . Storage Blk Time (%) 20 33 62 0 56 57 Queuing Penalty (veh) 91 150 391 0 438 - - =193 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R Maximum Queue (ft) jg­3Z4 565 591 556 _ 300 141; 147 256 65 ,' u Average Queue (ft) 179 495 552 540 244 103 46 54 4 95th Queue (ft) 329 661 576 556 417 =151 ' 130 102 30 Link Distance (ft) 520 520 520 1003 U"streaMe jf16 Queuing Penalty (veh) 64 222 162 ' Storage Bay Dist (ft) 375 300 ,' 150 = 150 350 „ w�,.v,.. ,� 0 Storage Blk Time (%) 1 2 83 1 1 2 Queuing Penalty (veh) ,.., 2 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T TR LTR R Maximum Queue (ff) 277 ;314 94 - 73 Average Queue (ft) 88 275 31 26 95th OW ft 263 332 69".63 Link Distance (ft) 277 277 288 399 Upstrearri Blk Time{%) 05 Queuing Penalty (veh) 1 90 StoragewBay Dist(ft) Storage Blk Time (%) Queuing Penalty (veh) < J One Logistics Park - Winchester SimTraffic Report Pennoni ' Run 18 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 ' Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovement EB EB EB EB WB WB WB WB NB NB SB i Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 86 210 188 11 45 87 109 469 178 49 91 Average Queue (ft) 13 100 102 3 8 12 26 238 74 25 45 ' 95th Queue (ft) 42 182 183 11 27 43 76 430 139 45 85 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza ovemt en EB EB WB -WB NB -"- - NB - NB ._-- NB _.__SB __------B--_-- S SB -_..SB Directions Served LT .......... R LT R L T T TR L T T R Maximum Queue (ft) 94 93 91 269 300 518 519 519 16 180 198 27 Average Queue (ft) 49 40 63 101 82 479 493 481 4 76 86 6 ' 95th Queue (ft) 97 69 93 208 289 500 519 507 14 149 164 22 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 77 96 100 ' Queuing Penalty (veh) 333 416 433 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 67 1 ' Queuing Penalty (veh) 0 15 0 Intersection: 51: Front Royal Pike & Costco _-_-_nt.--_ ._ ---- ...__._..--------WB------- M-0veme B-._24.. NB NB NB SB SB � Directions Served R T T T TR T T Maximum Queue (ft) Average Queue (ft) 582 522 1479 713 364 279 386 285 362 262 224 19 193 7 95th Queue (ft) 730 1633 345 354 360 101 66 Link Distance (ft) 510 1464 252 252 252 393 393 ' Upstream Blk Time (%) 81 15 33 37 25 Queuing Penalty (veh) 0 0 127 143 98 Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Run 19 ' 2028 No -Build PM 12/08/2020 Directions Served T T L L T T T T R T R R Maximum, Queue (ft) 299 321 „ 230 „ :243" 95- 80 , 69 '. ` 54 640'- 105' 286.. 264 Average Queue (ft) 206 198 93 104 31 16 11 2 35 0 212 160 95th Queue,(ft) „ 381 361 „171 ; -.185 , - 67 54 "_` 37` ; 18 249 0 289'' 274 Link Distance (ft) 244 244 404 404 404 567 530 7698 951 Upstream Blk Time (%) 42 14 2' Queuing Penalty (veh) 282 90 0 Storage Bay Dist {ff) 475„ 475 500 Storage Blk Time (%) Queuing Penalty=(veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement yBg EB DEB 78 i ' B B78 B78 WB U1fB 1�%B WB; Wl3 r Directions Served L L T T T T T L T T T R Maximum;Queue(ft) , 564 567 654 ;.594 424 409 601 142 232 ` 399 ° 441.: 95 Average Queue(ft) 555 562 634 205 331 137 116 48 157 270 417 95 95th Queue(ft) >, 566 580 676 418 _ 561 373 424 102 232 472 435 95 Link Distance (ft) 567 567 ,1 404 404 404 399 399 399 Upstream BIkzTiine (%)_' 24 33 ,'59 Queuing Penalty (veh) 0 0 459 3 281 12 28 2 228 ,. Storage Bay Dist (ft) 570 570.. / Storage Blk Time (%) 24 33 59 56 56 Queuing Penaity (veh)192 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R Maximum Queue{ft) -374 634 575 = 561 300 144 150„ 849 ,. 350 ' Average Queue (ft) 202 441 548 539 247 131 109 291 87 95th Queue ft 329 687 ' 569 555 412 .' 335 �.156 202 677 Link Distance (ft) _ 520 520 520 1003 Upstream Blk T) ime' % 15 33 41, v /,. a(� Queuing Penalty (veh) ,12- 61 211 166 Stora e Ba Di) st ft Y { 375 ,9 . Storage Blk Time (%) 0 0 82 1 8 25 35 0 Queuing Penalty (veh) 0 0 0111, = 27 88If 3 One Logistics Park - Winchester SimTraffic Report Pennoni LI Li 7 U 77 11 F I 11 Queuing and Blocking Report 2028 No -Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway &Millwood Pike Run 19 2028 No -Build PM 12/08/2020 ovement Wf3 WB NB SB Directions Served T TR LTR R Maximum Queue (ft) 277 308 75 52 Average Queue (ft) 105 288 41 19 95th Queue (ft) 292 305 70 46 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 17 Queuing Penalty (veh) 1 105 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40- Delco Plaza/Tulane Drive & Millwood Pike ovement EB EB EB EB WB WB WB WB NB NB SB Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 59 203 224 11 46 1031 1004 500 132 89 91 Average Queue (ft) 8 83 87 3 10 172 381 436 69 38 43 95th Queue (ft) 29 172 173 10 30 640 962 591 117 74 80 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 18 24 Queuing Penalty (veh) 0 99 131 Intersection: 50- Front Royal Pike & Travelodge Ln/Delco Plaza ovement EB EB WB WB NB NB __..-N.__B _.__,_-____.__.—..SB---------.--.--_____..- NB SB - ---- SB 9 SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 120 95 134 212 299 495 518 508 36 179 173 26 Average Queue (ft) 45 40 64 94 105 477 484 475 6 72 86 4 95th Queue (ft) 78 68 115 182 326 495 507 503 21 145 150 14 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 78 87 100 Queuing Penalty (veh) 334 377 431 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 74 1 Queuing Penalty (veh) 0 16 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 20 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 .NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 567 676 576 424 423 613 122 305 399 438 95 Average Queue (ft) 556 564 638 187 403 291 213 52 200 243 419 95 95th Queue (ft) 563 569 639 366 ='.487 538 560 111 303 420 439 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 25 42 67 0 49" - 12 14 0 37 Queuing Penalty (veh) 0 0 521 1 382 92 106 1 233 Storage Bay Dist (ft) 570 570 `_ 350 95 Storage Blk Time (%) 25 42 67 57 56 QueuingPenalty (veh) 113 190 425 ==,� „ =;� 446 .193 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike lovemerit ,,,, NB NB T 'NB't fi .NB NB SB SB 4 SB Directions Served L L T T R L T T R Maximum Queue (ft)- 374 558 583 565 300 ` 146 149 247 56 Average Queue (ft) 199 484 550 540 239 117 83 83 2 95th Queue (ft) ' 311 685 574 560 430 166 176 204 19 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%)". 21 57-44 Queuing Penalty (veh) 85 227 180 Storage:Bay Dist (ft) , 375 300 - 150 150 350 Storage Blk Time (%) 0 1 82 1 1 4 0 Queuing P,enalty,(v„eh) _ 1 �4.. 69 .�...<. 3 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T TR LTR R Maximum Queue (ft) ; , 276. 314 91 53 Average Queue (ft) 66 286 32 19 95th Queue (ft) _ , 235 304 65 50 Link Distance (ft) 277 277 288 399 Upstream Blk Time(%) �019 �.. Queuing Penalty (veh) 0 116 Storage Bay Dist, ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 11 L I Run 20 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 ' Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike _ _.... _.. _. ovement _. _._ ._.. _._�B ..--�B_ _.... �B.. _. E.B,...._WB,___.. WB WB WB B79 B-79 ..._..._._-_.._ NB NB ' Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 54 182 165 32 998 1119 1149 500 923 924 194 67 Average Queue (ft) 11 75 73 4 41 1013 1073 500 555 577 77 27 95th Queue (ft) 37 155 156 16 344 1380 1226 500 1220 1229 149 52 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%) 22 73 2 2 Queuing Penally (veh) 210 697 16 14 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 13 54 65 ' Queuing Penalty (veh) 0 3 312 366 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement . SB " ... Directions Served LTR Maximum Queue (ft) 112 Average Queue (ft) 47 95th Queue (ft) 91 Link Distance (ft) 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 179 73 197 206 300 508 508 508 16 162 155 29 Average Queue (ft) 70 37 70 86 70 445 464 459 5 74 72 6 95th Queue (ft) 135 61 140 161 266 540 560 532 16 133 141 20 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 66 73 83 Queuing Penally (veh) 286 318 362 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 68 0 ' Queuing Penalty (veh) 0 15 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr Run 20 , 2028 No -Build PM 12/08/2020 Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 12 95th Queue (ft) 3Ar,d Link Distance (ft) 368 .. Upstream Blk Queuing Penalty (veh) Storage Bay Dist (ft) % -;, Storage Blk Time (%) Queuing Penalty (�!eh). Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served UL T T R UL T TR T T LT R T Maximum Queue ff (, )_ 20.6 188 1�74 '31 .864� e 890 885 ;,, 32 30 496 . Average Queue (ft) 89 100 106 4 82 447 466 0 1 288 34 6 95th Queue (ft)„ ; 154 171 178 21y299 827 �814 = 8500.` 10 506 . ' 64 3fi _ Link Distance (ft) 914 914 814 338 338 424 424 979 Upstream Blk Time,F % -, e ,� _ �_ . , .. 3 4 �19 Queuing Penalty (veh) 27 34 y . Dist'(ft,.,. Storage Bay ) 200' 365 ;. Storage Blk Time (%) 0 25 , 014`°. Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 / J t Directions Served LT R Maximum Queue ft /73 136 (.)., Average Queue (ft) 42 59 95th Queue (ft) 79 101 „ Link Distance (ft) 267 Upstream Blk Time (%) %/ Queuing Penalty (veh) Storage Bay Dist (ft) �% 225 / "xis_. Storage Blk Time (%) Queuing Penalt' veh nni F1, LI I F1 One Logistics Park - Winchester SimTraffic Report I Pennoni Run 21 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB _ EB EB EB B78 B78 B78 WB WB WB WB WB ' Directions Served L L T T T T T L T T T R Maximum Queue (ft) 563 567 662 567 426 418 577 275 371 399 440 95 Average Queue (ft) 554 562 635 225 359 168 98 51 176 261 418 95 95th Queue (ft) 575 576 680 459 559 445 397 130 312 459 438 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 26 45 62 0 40 2 3 0 38 Queuing Penalty (veh) 0 0 483 0 314 15 20 2 238 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 26 45 62 0 57 57 ' Queuing Penalty (veh) 118 206 393 0 449 194 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _.._.. __--- ---------..-_._- Movement _-- NB_ _-_ NB NB NB NB .. _ _ __B...- S _- . B.._.. S _ _ SB � Directions Served L L T T R L T T Maximum Queue (ft) 356 563 579 596 300 146 150 334 Average Queue (ft) 160 394 546 544 184 110 93 146 95th Queue (ft) 273 700 569 574 404 168 192 325 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) Queuing Penalty (veh) 6 24 54 217 40 162 Storage Bay Dist (ft) 375 300 150 150 Storage Blk Time (%) 0 82 1 7 11 10 ' Queuing Penalty (veh) 0 69 3 23 40 46 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement EB EB WB B_....-- WB - _-N --SB-- --- � Directions Served T T T TR LTR R Maximum Queue (ft) Average Queue (ft) 42 1 17 1 277 79 302 285 104 33 50 20 95th Queue (ft) 14 6 276 300 68 45 Link Distance (ft) 399 399 277 277 288 399 Upstream Blk Time (%) 0 19 ' Queuing Penalty (veh) 1 116 Storage Bay Dist (ft) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 32: Bend Run 21 2028 No -Build PM 12/08/2020 o ., Directions Served T Maximum Queue;(ft) `579 Average Queue (ft) 21 95th Queue ft 198 Link Distance (ft) 1003 Upstream BlkJ i (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty(veh 10 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T TR T T L TR Maximum, Queue (ft) 60 277, 287 33 ; 999 1137 % 1138, 500 933 946 -` 131 69 Average Queue(ft) 10 99 109 5 80 1032 1106 500 574 593 55 28 211 16 500 .:1368 1143 " 1183 ' 1174 110 6Q Link Distance (ft) 277 277 277 277 1029 1029 ,500 914 914 444�� 444 Upstream BIk Time {%) = 0 =. 21 85 2 2 d Queuing Penalty (veh) 0 1 197 809 , �� 16 22 -, F Storage Bay Disf {ft) o 1000 Storage Blk Time (%) 0 17 58 70 Queuing Penalty (veh) 0 4 „ 330 393 �,. Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximurri Queue (ft) , 134 Average Queue (ft) 52 95th Queue (ft) 100 Link Distance (ft) 446 UpstreamBlk Time`{%) Queuing Penalty (veh) Storage Bay Dist (ft) ..31111 Storage Blk Time Queuing Penalty;(veh) One Logistics Park - Winchester SimTraffic Report Pennoni f� 7 H 1 E 1 Queuing and Blocking Report 2028 No -Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB JOB EB Directions Served UL T T Maximum Queue (ft) 188 217 238 Average Queue (ft) 85 113 122 95th Queue (ft) 143 201 214 Link Distance (ft) 914 914 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 Storage Blk Time (%) 2 Queuing Penalty (veh) C Run 21 2028 No -Build PM 12/08/2020 lHB_'__ - _ WB W__--,.B_. _ __..----.._..B13 WB ___._-_,____._e__,_--_--_.._..---_.-.------_-------.._ B13 NB NB SB R UL T TR T T LT R LT 50 364 885 885 51 63 395 87 140 8 108 445 460 2 2 186 36 47 32 330 834 846 17 21 335 64 107 814 814 338 338 424 424 267 1 3 11 27 200 365 0 26 1 14 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SB 116 54 101 225 Intersection: 100: Millwood Pike & Inverlee W ovement EB EB SB Directions Served L T LR Maximum Queue (ft) 52 48 153 Average Queue (ft) 22 2 44 95th Queue (ft) 52 16 102 Link Distance (ft) 916 1207 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester Pennoni SimTraffic Report Queuing and Blocking Report 2028 No -Build PM Run 22 2028 No -Build PM 12/08/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 787 �M% Directions Served L L T T T T T L T T T R Maximum Queue (ft) , 564 567=,­ 658' 553 425, �,�'410 3, o - 298 399` 3,: —:95 Average Queue (ft) 557 564 639 173 415 131 125, 47 170 217 414 95 Queue 5633 568 1645 KQ 4 536 Link Distance (ft) 567 567 404 404 404 399 399 399 125-� 53 -'�7& V 55 1�;, 0 Queuing Penalty (veh) 0 0 544 0 424 12 39 1 226 Storage a _, Y !Cft_"' :576f, -:570'� Storage Blk Time 25 53 70 58 62 qn 2' "243 444 454 211 Intersection: 30: Front Royal Pike/1-81 NB Ramos & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R um U 74 567 582 562 J46 50 1, 3 Average Queue (ft) 233 466 542 532 227 114 94 146 5 0" 6, 566 -564 420 2 Link Distance (ft) 520 520 520 1003 Upstream Blk Time 0 5 43 26Queuing Penalty (veh) 60 172 104 Storage tc6y"."_ Storage Bik Time 0 3 78 1 10 12 18 Queuing Pity, eh' ): G 'I 66 3J36 -4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T TR LTR R M Maximumg& �",,:271 Average Queue (ft) 88 314 274 95 40 2 f A 15 95th Queue (ft)„ 280 350' 74�- 4�1 Link Distance (ft) 277 277 288 399 Upstream Blk Time {°lo)'0_ 1,5, Queuing Penalty (veh) 0 92 Storage Bay Dist (ft)_w ijh, Storage Blk Time QiaeumgPeralty (veh); One Logistics Park - Winchester SimTraffic Report Pennoni I I I I I I I I I C 11' 1 I I I I 1 I j Queuing and Blocking Report 2028 No -Build PM Intersection: 32: Bend ovement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) T 798 79 457 1003 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 22 2028 No -Build PM 12/08/2020 Movement Eli EB EB EB WB WB WB WB NB NB SB Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 41 187 190 35 45 1028 1092 500 108 67 111 Average Queue (ft) 11 85 89 5 9 268 443 376 62 22 44 95th Queue (ft) 32 183 180 17 32 855 1044 677 101 49 85 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 0 9 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 19 27 Queuing Penalty (veh) 106 148 Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza -----_--__-.----_.___-_-._.._. __ Movement- .___. -__...__._ EB EB .-_--.--....._._,___________.,_--._.-----.----.----____-_-- WB WB NB NB NB NB SB SB -._ SB __._. SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 157 75 115 208 300 495 508 519 38 119 151 27 Average Queue (ft) 52 38 56 84 76 356 379 363 6 54 61 4 95th Queue (ft) 107 69 101 158 271 631 649 654 22 100 112 18 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 53 60 66 Queuing Penalty (veh) 228 257 284 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 50 Queuing Penalty (veh) 0 11 ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 23 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike movement �' `Ei3 k BB¥ 878 678878� Directions Served L L T T T T T L T T T R Maximum Queue (ft) 564 567". 657 = 359 .: '444 423 ' `' 624 349 "; 383 427' „434 95 Average Queue (ft) 556 564 640 157 416 323 438 60 193 265 418 95 95th Queue (ft) 564 569 647 266 y430, " . ' 529 „ 801 ";; .169 322 451 436 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Up Blk Time (%) 21 39 8 56 11 , :, 34 ,� �, " 0 `0 = 36 Queuing Penalty (veh) 0 0 528 433 86 269 0 1 229 Storage Bay Dist (ft) 570 570 = = 350 95 Storage Blk Time (%) 21 39 68 0 0 57 56 Queuing Penalty (veh) 96 180 = 431 = ' " 0 0 444 193 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement�� � NB �;�. „ Directions Served L L T T R L T T R Maximum Queue.(ft) . 374 569 588 587 , " 300 146 149 "` 652 350 Average Queue (ft) 179 451 550 540 210 118 95 171 69 95th Queue (ft) 328" 695 m.� 573 569 411 '166 189 492 :5 " 286 Link Distance (ft) 520 520 520 1003 Upstream Blk Time.(%) 14 = 58 38IN Queuing Penalty (veh) 58 234 150 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 1 83 1 4 14 15 0 Queuing Penalty 4, r 70 2 16 1 50 72 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T TR LTR R Maximum Queue (ft) 63 277t, 305 Average Queue (ft) 2 69 286 34 22 95th Queue (ft) 21„ 242 ;. 301 66 49 :. Link Distance (ft) 277 277 277 288 399 Upstream BIk Time (%)'. 0AM- 19 Queuing Penalty (veh) 1 113 StorageBay Dist (ft) IE Storage Blk Time (%) Queuing Penalty;(veh) One Logistics Park - Winchester SimTraffic Report Pennoni 7 0 11 II� J I Run 23 Queuing and Blocking Report 2028 No -Build PM ' 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike _.-...._ ovement ____._-.__-._ EB EB EB EB WB WB WB .._-- ..__ WB _._. B79.._79 B_", ._79 NB NB Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 41 225 216 11 1000 1120 1138 500 914 916 131 68 Average Queue (ft) 95th Queue (ft) 11 28 79 174 86 188 4 11 220 890 851 1503 1014 1385 498 518 392 929 429 962 66 115 30 57 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%) 15 71 0 0 Queuing Penalty (veh) 144 672 1 3 Storage Bay Dist (ft) 1000 500 Storage Blk Tirne (%) 0 12 50 63 Queuing Penalty (veh) 1 3 289 353 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovement SB Directions Served LTR Maximum Queue (ft) 89 Average Queue (ft) 43 95th Queue (ft) 80 Link Distance (ft) 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB _. ------ EB ----- WB — --- WB - -- NB NB - - — NB — _ - NB - -- _ SB -- ----- SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 223 98 221 137 300 508 519 519 36 185 279 53 Average Queue (ft) 88 40 77 62 99 474 488 479 6 89 94 6 95th Queue (ft) 195 65 168 102 321 518 519 516 24 168 196 29 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 79 91 97 Queuing Penalty (veh) 342 396 421 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 74 1 Queuing Penalty (veh) 0 16 0 r I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 23 2028 No -Build PM 12/08/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 , Directions Served UL T T R UL T TR LT R LT R Maxi mumQueue(ft) 17, ' 2�7 210 iS 364, �� 435,. 504: 198 "110 119 133,. "_" Average Queue (ft) 93 108 109 15 39 235 261 121 35 42 57 95th Queue (ft) _ 156 1,87 ;1;78 50 ;148 . , 399 445 198 75 93 114 Link Distance (ft) 914 914 814 814 424 424 267 UpstreamBlk Time;(%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 = 200 365 "" 225 Storage Blk Time (%) 0 0 1 Queuing -Penalty (veh) - =, 0 0 0 Intersection: 100: Millwood Pike & Inverlee Wv Directions Served L LR Maximum queue (ft) 95 135 Average Queue (ft) 31 55 95th Queue (ft) 71 100 Link Distance (ft) 1207� Upstream BIime (%) r ,.„ Queuing Penalty (veh) Storage BayDist(ft) e, Storage Blk Time (%) eh)Ek Queuing Penalty (vWe Intersection: 110: Millwood Pike & Sulphur SDrinas Rd 9 / ��a Directions Served L R T T R T T UL T T Maximum Queue (ft) 164 172 " 819 796 290 =5285 5300 247 160<; 176 Average Queue (ft) 65 77 782 781 265 3472 3505 118 61 73 956Queue (ft) 128 150 807 798 382' 5789 5813 215 =133 140 Link Distance (ft) 508 693 693 14795 14795 2541 2541 Upstream Blk Time (%)%' � Queuing Penalty (veh) 0 0 Storage Bay Dist (fk), 45Q 290 430 Storage Blk Time (%) 55 2 Queuing Penalty (veh) 159 '14 One Logistics Park - Winchester SimTraffic Report Pennoni 1 C � I I 7 i� 11 CV Queuing and Blocking Report 2028 No -Build PM Run 24 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ _..._._.__. _..._.___..____....__.._._...._._.._._. ovement EB EB Directions Served L L Maximum Queue (ft) 564 566 Average Queue (ft) 556 565 95th Queue (ft) 562 568 Link Distance (ft) Upstream Blk Time (%) 18 44 Queuing Penally (veh) 0 0 Storage Bay Dist (ft) 570 570 Storage Blk Time (%) 18 44 Queuing Penalty (veh) 81 199 _- ..-....___.._..._ EB EB ._.-_..__...._.... B78 B78 B78 T T T T T 657 235 427 421 447 639 163 413 164 83 645 246 424 443 303 567 567 404 404 404 70 52 2 2 542 403 14 12 70 442 WB WB WB WB. WB L T T T R 128 295 398 441 95 42 170 285 418 95 95 279 481 440 95 399 399 399 0 33 2 206 350 95 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 54 58 420 199 W.evement NB NB NB NB NB SB SB __SB ___ _..._.---- SB Directions Served L L T T R L T T R Maximum Queue (ft) 374 576 565 563 300 143 149 533 350 Average Queue (ft) 219 439 535 522 233 118 102 193 51 95th Queue (ft) 368 688 599 589 422 164 198 443 251 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) 13 44 29 Queuing Penalty (veh) 53 178 116 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 2 5 75 1 12 24 16 0 Queuing Penalty (veh) 5 14 64 3 43 82 76 0 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike ..-.__eme_._-.nt_.._.____-._..______.__.-.---- Mov, WB WB NB SB ... ................._.._.-_ Directions Served T TR LTR R Maximum Queue (ft) 277 312 112 75 Average Queue (ft) 88 270 44 18 95th Queue (ft) 288 365 93 48 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 13 Queuing Penalty (veh) 1 81 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Run 24 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 1NB1���1111 679 ` , � � f Directions Served L T T R L T T TR T T L TR Maximum Queue (ft), 19 163 198 11 45 , , 1100 1137 500 295. 422 ` 131 87 Average Queue (ft) 9 75 69 3 10 354 450 325 17 41 76 75 95th Queue (ft) 23 .155 156 ` „ 9 30 1057 _ s 1195 - 672 117 "" 218 124 ; 64 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%°) 4 ., 15 Queuing Penalty (veh) 33 143 Storage Bay Dist (ft) ;1000 =500 Storage Blk Time (%) 2 25 29 Que"uiY (ri Penalt 1, 9 138 156 ' Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Pam, .k ,. :�,Kr d' :�, ,%� .�� '. M,:s // % ��CF . � � v.Q :k'+lp •�/ � /l. %s� Directions Served LTR Maximum Queue; ft 113 e. Average Queue (ft) 37 95th Queue (ft).. 80 Link Distance (ft) 446 Upstream PI Time (°lo) Queuing Penalty (veh) Storage4 J J. Storage Blk Time (%) Queuing Penalt veh Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza BNB; N, NB SBA'SBS,B��SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft} t37 98 131 203 300 490 508 508 38 243 181' S3 „ Average Queue (ft) 63 34 57 68 �74 310 332 329 4 62 71 10 -30 131 270. 608 626 646, ' 19 141, 136 '34 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time �(°l°) o 42 48 54,.. ; Queuing Penalty (veh) 176 201 228 Storage Bay"Dist (ft), ,,. ,300 t ,150 ; _. Storage Blk Time (%) 0 43 _ .... 1 Queuing Penalt veh 0 1 I One Logistics Park - Winchester SimTraffic Report Pennoni 1, I Fj 1 E, Queuing and Blocking Report 2028 No -Build PM Run 25 2028 No -Build PM 12/08/2020 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike ovement EB . EB EB EB. 678 Directions Served L L T T T Maximum Queue (ft) 566 567 639 499 424 Average Queue (ft) 555 563 638 188 393 95th Queue (ft) 564 568 643 356 531 Link Distance (ft) 567 567 404 Upstream Blk Time (%) 25 37 66 46 Queuing Penalty (veh) 0 0 514 362 Storage Bay Dist (ft) 570 570 Storage Blk Time (%) 25 37 66 Queuing Penalty (veh) 116 167 419 B78 678 WB WB WB WB WB T T L T T T R 429 568 82 317 399 441 95 123 72 43 175 238 413 95 366 308 84 283 420 435 95 404 404 399 399 399 0 2 0 34 2 14 1 214 350 95 58 58 457 198 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB NB Directions Served L L T Maximum Queue (ft) 374 560 563 Average Queue (ft) 174 433 547 95th Queue (ft) 294 686 564 Link Distance (ft) 520 520 Upstream Blk Time (%) 11 56 Queuing Penalty (veh) 46 223 Storage Bay Dist (ft) 375 Storage Blk Time (%) 0 2 Queuing Penalty (veh) 0 6 Intersection: 31: Gas Station Drive NB NB SB SB SB SB T R L T T R 556 300 138 149 480 347 539 193 108 67 109 14 557 412 154 160 282 121 520 1003 43 173 300 150 150 350 81 1 8 6 1 0 68 3 27 23 5 0 CiliaMIA 1 . 0 0 iff7P.ia- ovement _-�— --- --_^-- — jig WBNB_Ss Directions Served T TR LTR R Maximum Queue (ft) 276 307 91 52 Average Queue (ft) 95 266 27 14 95th Queue (ft) 271 366 59 41 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 15 Queuing Penalty (veh) 0 92 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 25 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike M8,,,, EB , x, :E6.,. ,WBs Directions Served L T T R L T T TR T L TR LTR Maximum Queue(ft) 64 233 205 57 46 1088 1136 ._. 500 ,; 120 , 155 68 132 Average Queue (ft) 14 85 97 8 8 397 486 365 11 61 24 44 173 29 „ 295thQ45 648 61 52 ' , 118 f 985 Link Distance (ft) 277 277 277 277 1029 1029 914 444 444 446 Upstream Blk Time (%) 0 .. 9 .. ' Queuing Penalty (veh) 4 81�� Storage Bay Dist.(ft) 1.000, 500. Storage Blk Time (%) 0 25 30 Queuing Penalty(veh) 0 138 `, 163. Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza Mo_ ernent �.�;.��,���B� NoWB, ,. �_... ���,�� .��.: ,�:iN6 � ,.N��� Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) . 285 56 111 180 299` 493 508 °.,; 495` 38 126 140 „28 Average Queue (ft) 102 37 58 72 26 461 476 459 4 57 61 7 95}h Queue (ft) , 231 58 106 138 149, 531 ` 531 552 18 102 = 111 23 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 UpstreamBlk Time 69 (%) ,.. i Queuing Penalty (veh) 301 375 390 300 1,50 Storage Blk Time (%) , 0 55 ,,, Queuing Penalty (veh) =" = 0 12 3151 _ , Intersection: 51: Front Roval Pike & Costco lino ement� ,. WMIS824,N Ni3 NB , , Directions Served R T T T TR T aximum $Queue (ft) 582 -=1479," 457 �, 342I A� Average Queue (ft) 443 622 235 238 231 8 95th Queue (ft) 790 d,�..�, _ 16;15 422 . ; 397 401 53 ' Link Distance (ft) 510 1464 252 252 252 393 Upstream BIk Time;(%) „', 65 Queuing Penalty (veh) 0 20 0 33 129 39 153 32OF �. e 123 StorageBay Dist (ft) Storage Blk Time (%) �- % Queuing Penalty (veh} One Logistics Park - Winchester SimTraffic Report Pennoni I 1 1 1 P', Run 26 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _ ovement _ ,..._ - .. _.,_.._._ _Y. _ _EB..,. __ EB EB ..._EB ..-- B78Ty B78 B78 .. . WB,_ WB WB _ ...._ . WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 567 639 288 424 422 614 171 331 399 435 95 Average Queue (ft) 95th Queue (ft) 558 564 564 569 638 639 165 271 414 424 207 486 207 573 54 124 167 277 214 391 415 432 95 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%) 24 47 70 51 6 8 0 35 Queuing Penally (veh) 0 0 543 399 46 63 1 221 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 24 47 70 0 57 56 Queuing Penalty (veh) 109 215 443 0 444 192 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB NB SB SB SB SB - -- Directions Served L L T T R L T T R Maximum Queue (ft) 375 560 605 608 300 134 122 98 52 Average Queue (ft) 233 425 459 440 143 85 39 49 5 95th Queue (ft) 359 635 685 693 353 130 91 84 27 Link Distance (ft) 520 520 520 1003 Upstream Blk Time (%) 12 29 22 Queuing Penalty (veh) 47 114 85 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 5 51 0 0 Queuing Penalty (veh) 0 16 43 1 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB NB SB Directions Served T TR LTR R Maximum Queue (ft) 277 314 115 50 Average Queue (ft) 56 290 33 19 95th Queue (ft) 232 306 74 45 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) 0 20 Queuing Penalty (veh) 1 122 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Run 26 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike .. � �8 WB Directions Served L T T R L T T TR T T L TR Maximum Queue (ft), 40 160 �- 198 33 999 , =1100, „'1149 ' 500 926:" ..,930 178 50 Average Queue (ft) 10 73 77 5 82 876 1090 500 541 589 72 26 95th Queue (ft) 31 "- 147 147 19 499 1535 1209 �1029 500 ., 1189 1193= . f 4 45 Link Distance (ft) 277 277 277 277 1029 914 914 444 444 Upstream=6lk Time(%) e 15 „��� 81 , 1 " 2`.. Queuing Penalty (veh) e Storage Bay Dist (ft) 140 771 10 22 Storage Blk Time (%) 0 14 60 71 Queuing Penalty (veh) 0 . 4 342 396 M, " Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) , . 425, Average Queue (ft) 48 95th Queue (ft) 94 Link Distance (ft) 446 Upstream Blk Time (%) ZZ Queuing Penalty (veh) Storage Bay_Dist (f#) ".,"" Storage Blk Time Queuing Penaity..(Veh) .... ",IF Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) = 155 91 214 140 300 495 508 495 ' . 38 " 176 158 ="26 Average Queue (ft) 63 37 74 65 69 298 306 292 6 70 78 4 95th Queue ft = .. 122 ,72 =150 117 �248 �.606 626 622 ' 21' 136,; 139,; 17 Link Distance (ft) 983 .,,. 983 1918 1918 393 393 393 "�,",� 520 520 520 Upstream BIk Time (%) Queuing Penalty (veh) == 40 46 , 51 167 193 217 Storage300 Storage Blk Time (%) Queuin"Penalt veh ( 0 37 0 0 9 Y n One Logistics Park - Winchester SimTraffic Report Pennoni RUO2O Queuing and Blocking Report 2028NO'BUildPM 2028 No -Build PM 12/00/2020 Intersection: 90: P[iDC8 Frederick O[/CUSte[AVe & Route 50 Directions Served UL T T R UL T TR T T T T LT — Maximum Queue (A) 227 208 208 31 384 908 922 447 448 410 400 408 Average Queue (h) 0SihQueue (N 87 180 95 177 03 182 4 22 97 327 496 1003 1011 618 109 387 i11 SG 398 261 80 305 278 480 ~~ Link Distance (0A 014 914 814 814 338 338 018 918 424 Upstream BlkTime 23 28 14 18 10 Queuing Penalty (voh) 195 224 118 138 23 Storage Bay Dist UU 280 200 365 Storage B|kTime (%) O O 27 Queuing Penalty (voh) O 1 14 ~~ IDtH[S8C\i0D: 90: Prince Frederick [}F/CUSte[/\Ve & Route 50 Directions Served R T LT R Maximum Queue (h) 112 204 132 84 Average Queue (A) 35 18 50 56 0SNQueue (A) 81 105 107 88 Link Distance (N 424 079 207 Upstream B|kTime (96) Queuing Penalty (vh) ~� Storage Bay Dist U0 225 Storage 8|kTime (%) Queuing Penalty (mh) IOt8[S8Cti0D: 100 Millwood Pike & Inverlee VV Directions Served L LR Maximum Queue (N Average Queue (k) 74 21 89 35 86NQueue U8 58 88 Link Distance (h) Upstream 8|kTime (Y6) 1207 Queuing Penalty (veh) Storage Bay Dist UU 330 Storage 8|kTime (%) Queuing Penalty (veh) One Logistics Park Winchester SUmTraMoRopod Run 27 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike t oyemetARMLBBy B7, 8 T B78 W,B, 116 Directions Served ,r , ,WB L L T T R T T T L T ,t1+8 T T Maximum Queue (ft) 564 566 639 590 566 439 440 624 � 125 '. 308 e,. 414 434 Average Queue (ft) 557 565 637 195 20 389 218 197 44 166 202 416 95th,Queue,(ft) 563 569 647 389 ��194 549 524 584 �. 89 253 374 ` 43'3 Link Distance (ft) 567 567 567 404 404 404 399 399 399 UpstreamBlkTime (%) , "_" 26 , = 41 y65 0 0 46 �359 0 36 Queuing Penalty (veh) StorageBay Dist'(ft) 0 0 508 3 0 65 78 350�- 1 225 Storage Blk Time (%) 26 41 65 57 Queuing Penalty (veh) 119 190 414 :. 445 &M Intersection: 30: Front Royal Pike/1-81 NB Ramps ill wood Avenue/Millwood Pike lavement,: WB ,. NB ! NB BNB. 1� NI3 SB {kSB SB Sg „ Directions Served R L L T T R L T T R Maximum)Queue (ft) 95 374 622 592 584 300 145' 149 324 55 Average Queue (ft) 95th Queue (ft) 95 195 456 546 540 215 123 110 108 4 95 287 690 570 560 419 171 198 284 26-' Link Distance (ft) H .. ;' 520 520 520 1003 Upstream Blk Time Queuing Penalty (veh) 54 214 136 Stofage Bay Dist (ft) ,. 95 375 300150 150 350 Storage Blk Time (%) 58 1 1 83 1 11 9 5 Queuing Penalty.(veh) 19' 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T TR LTR R Maximum'Queue (ft) 277 303 ', , 117 54ilw Average Queue (ft) 88 287 39 13 95tl ueue,(ft) = 278 301 89 3945, Link Distance (ft) 277 277 288 399� Upstream Blk Time;(%) Queuing Penalty (veh) M 1 104 Storage Bay Dist (ft) %511 Storage Blk Time (%) Queuing ,Penalty (veh) I One Logistics Park - Winchester SimTraffic Report I Pennoni Run 27 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB EB WB WB WB WB NB NB SB Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 60 163 169 33 66 687 745 500 169 72 196 Average Queue (ft) 95th Queue (ft) 13 39 78 147 81 163 5 17 9 36 118 462 282 748 425 567 63 121 26 57 51 116 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 8 13 Queuing Penalty (veh) 47 73 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza __.. _.... Movement EB - EB ------ WB — - WB — NB __... _ NB ..--_.. NB _._.__ NB _.._ .._ SB ... _.. SB - SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 112 92 137 162 300 508 519 519 38 182 154 27 Average Queue (ft) 46 36 63 85 86 406 413 400 5 74 73 5 95th Queue (ft) 96 67 120 154 290 625 617 625 20 142 142 19 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) Queuing Penalty (veh) 61 265 67 289 70 304 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 54 0 Queuing Penalty (veh) 1 12 0 Intersection: 51: Front Royal Pike & Costco move- ovem- _ en..t _.. - - - - - - — _ WB _ —------- 624 NB NB NB SB SB Directions Served R T T T TR T T Maximum Queue (ft) 582 1477 376 362 302 184 49 Average Queue (ft) 351 290 196 202 175 14 0 95th Queue (ft) 766 1023 413 424 371 83 0 Link Distance (ft) 510 1464 252 252 252 393 393 Upstream Blk Time (%) 46 0 16 18 8 Queuing Penalty (veh) 0 0 59 69 32 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 J I F I One Logistics Park - Winchester SimTraffic Report Pennoni Run 28 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T T R Maximum Queue (ft), 566 567 658 ,288 423 415, 614 127 318 398 433 95 Average Queue (ft) 556 565 639 180 412 194 251 50 166 254 407 95 95th Queue(ft) „ 563 568 645 Link Distance (ft) 567 . .267 422 567 404 463 ; 680 404 404 108 271 4,38' 399 399 5 448 .95 399 UpstreamBlk Time,(%) 26 34 69 52. 2 15 0 ` 30 .�� Queuing Penalty (veh) 0 0 535 Storage Bay Dist (ft)'-' 570 y'570 408 =, 18 116 2 350 190 - 95 Storage Blk Time (%) 26 34 69 56 58 s Queuing Penalty (veh) 119 156 436 .=. ,- :` - - .: 435 200 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike M� Directions Served L L T T R L T T R Maximum; Queue;(ft) 374 590 ., 582 584 300 146 .: �542 150 577 350 " Average Queue (ft) 235 455 549 227 114 95th Queue�(ft) . ` ? 460 �575 567 417� � `` 162 76 96 181 19 129 „692 .296 Link Distance (ft) 520 520 520 1003 U' streamBlk Time °l° �44 p Queuing Penalty (veh) 61 228 174 Storage Bay Dist (ft) .,., 375 300 150 :' 150 350 Storage Blk Time (%) 2 2 80 1 4 9 5 0 Queuing Penaltyr(veh) „5a 5 30 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T TR LTR R a, Maximurrm Queue (ft) 23 - 276 317 , Average Queue (ft) 1 101 237 35 17 .�,'6 95th Queue (ft) 8 301 402 75 4 >_ Link Distance (ft) 277 277 277 288 399 Upstream Queuing Penalty (veh) 1 77 e Storage Bay Dist(ft)- Storage Blk Time (%) Queuin Penalt veh 9 Y 1 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 28 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB EB WB WB WB WB B79 NB NB SB, Directions Served L T T R L T T TR T L TR LTR Maximum Queue (ft) 81 237 249 33 23 1032 1100 500 80 176 67 159 Average Queue (ft) 14 101 95th Queue (ft) 45 196 98 201 7 25 8 25 220 772 473 1081 372 714 3 27 76 136 29 43 59 99 Link Distance (ft) 277 277 277 277 1029 1029 914 444 444 446 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 2 12 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 20 27 Queuing Penalty (veh) 0 113 149 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB ---.-_. WB _,....... NB....... - ..NB- __......... . NB __-_ ._.. NB _-_--._ SB - -- SB -_._.-S,--._ --...._- SB -- -SO Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 140 95 137 202 300 495 519 508 16 523 537 52 Average Queue (ft) 55 42 59 98 92 467 485 475 3 79 84 6 95th Queue (ft) 104 78 115 172 308 511 526 510 13 233 241 26 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 66 84 95 0 0 Queuing Penalty (veh) 286 362 411 0 0 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 66 ' Queuing Penalty (veh) 1 14 Intersection: 51: Front Royal Pike & Costco Movement WB 624 ------ NB ---- -_. NB- .---N, B _ S_._,B_ ------ - __ _ - - ----- Directions Served R T T T TR T Maximum Queue (ft) 582 1360 339 292 355 72 Average Queue (ft) 393 348 182 193 188 3 95th Queue (ft) 762 1069 364 354 375 25 Link Distance (ft) 510 1464 252 252 252 393 Upstream Blk Time (%) 50 12 19 11 Queuing Penalty (veh) 0 44 72 40 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 29 2028 No -Build PM 12/08/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike )ylor!e,EBB?{z:s Directions Served L L T T T T T L T T T R Maximum°Queue (ft) 564 336., 423, `;443 ' `' 614'' 123 '' 364 398:= e 440 e, 95 Average Queue (ft) 556 564 639 160 415 228 223 54 162 238 416 95 95th Queue (ft) S65 569 647 249 424 542 620 90„ 252 432; 435 95 Link Distance (ft) 567 567 404 404 404 399 399 399 Upstream Blk Time (%). '32 .43 ,., . 69 ;; 49'. 7 6 ,' , 0 34 Queuing Penalty (veh) 0 0 535 386 56 49 1 213 Storage Bayy Dist (ft) 570 570 350 , 95 Storage Blk Time (%) 32 43 69 0 56 �56 Queum Fenalt veh 946 , - 196 436 = - : 0 441 192 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R MaximumQueue ft % 375 572 ;'584 584 300 146 = 149 770 ,; 350 Average Queue (ft) 217 521 552 536 185 128 126 288 99 95th Queue ft 353 642 577 561 , 404 177 194 67,1 357 Link Distance (ft) 520 520 520 1003 U streamaBlk Time /° 24 ; 58 . 33 - = ; = Queuing Penalty (veh) 96 231 133 Storage 300 150; 150;.: Storage Blk Time (%) 1 3 83 1 20 26 24 0 Queuing Penalty 70. 2' 69 93 115 1 „_. Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 1vem�WB WB SB �WBN� Directions Served T T TR LTR R MaximumQueue ft 10 277 305 75 :, Average Queue (ft) 0 110 288 36 19 Link Distance (ft) 277 277 277 288 399 Upstream Blk Time Queuing Penalty (veh) 1 95 Storage Bay Storage Blk Time (%) �� Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 r� I rj CI I i 1 Run 29 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike V6_v_e_me_n_t'__"____ vement....___.____ _.__.-•---- ---------_. __.-_-EB--,.- ,....EB ..,..... _ ._.._... EB..B -_ E..-._. _ . WB WB _..-......----._ WB- WB NB NB SB l Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 42 235 209 36 45 72 669 500 155 133 113 Average Queue (ft) 9 75 80 5 10 21 150 384 69 34 49 95th Queue (ft) 30 172 175 20 30 58 519 572 115 81 93 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 1000 500 Storage Bik Time (%) 3 4 Queuing Penalty (veh) 16 25 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 139 113 161 135 300 519 519 508 16 518 532 27 Average Queue (ft) 58 44 62 76 57 466 478 464 5 87 105 5 95th Queue (ft) 111 79 123 125 244 518 533 538 17 236 310 19 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) Queuing Penalty (veh) 79 344 85 369 92 399 0 0 0 1 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 78 ' Queuing Penalty (veh) 0 17 Intersection: 51: Front Royal Pike & Costco Movement WB B24 NB NB NB SB -j Directions Served R T T T TR T Maximum Queue (ft) Average Queue (ft) 582 426 1479 422 343 245 339 250 337 231 96 9 95th Queue (ft) 781 1238 400 397 394 49 Link Distance (ft) 510 1464 252 252 252 393 Upstream Blk Time (%) 61 4 37 36 21 Queuing Penalty (veh) 0 0 142 141 83 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) n L� One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Run 30 2028 No -Build PM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T T R Maximum Queue (ft) 564 ;- . 566 639 320 „425 435 ;' f 601 ; , 349�" ,389 40� 436 , 95 Average Queue (ft) 555 564 638 170 418 264 200 56 201 257 416 95 95th Queue (ft) 563 567 639 274; . 427 536 = - 585 113 => 320 456 �431 95 Link Distance (ft) 567 , . 567 404 404 404 399 399 399 Upstream Blk Time (%).:' 27 47 70 ;:. 55 7 10 ; . 0 : 0 ,,:37 . Queuing Penalty (veh) 0 0 Storage Bay Dist(ft) 570 5i0 543 .° ... , 428 52 73 0 2 234 350 -. 95 <. .. , ._ .., �. Storage Blk Time (%) 27 47 70 0 1 60 57 Queuing Penalty,(veh) 124 ., ;214 443 467 194 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R L T T R Maximum Queue (ft) = 252 638 583 595- 300 144 149 651'111 350 �239 Average Queue(ft) 95th Queue (ft) 168 468 550 272 733 570 543 575 128 104 221 26 = 416 158 204' 496 173 i Link Distance (ft) 520 520 520 1003 Upstream �Blk Time; (%) 17 58� 42 Queuing Penalty (veh) 68 232 169 Storage Bay Dist,(ft) 375 �81 300 y150,., 150` Storage Blk Time (%) 1 6 16 13 0 Queuing Penalty (Veh),.. Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike MovementUBy $ NB;;8 : j G f i Directions Served T TR LTR R Maximum Queue77 305 154 ;- 30 Average Queue (ft) 134 292 37 16 95th Queue (ft) 341 308 90 40 Link Distance (ft) 277 277 288 399 Upstream Blk Time (%) ,- 0 19F I A Queuing Penalty (veh) 2 114 Storage Bay Dist„(ft)90 Storage Blk Time (%) Queuing Penalty (veh) ;' One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 I Run 30 Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/08/2020 rIntersection: 40: Delco Plaza/Tulane Drive & Millwood Pike _.__ .. _.......-- _-,.._ .,...EB ovement _..__EB_ _ ..�. . __. _.EB_ ._.._ __ E.-B___-______ WB._.__.. ._.-.W-_. B__.__.--_WB..___..______WB_.._ _..__ NB ___.. _NB.__.__ SB Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 62 276 334 11 43 963 1018 500 132 68 82 Average Queue (ft) 11 76 82 3 9 233 537 477 68 18 37 95th Queue (ft) 41 181 210 10 28 756 1101 545 120 46 65 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 1 0 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 20 31 Queuing Penalty (veh) 115 170 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza . _--- Movement EB EB WB WB ----------------- NB NB NB NB SB SB -- SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 307 111 137 247 300 495 508 508 35 206 579 42 Average Queue (ft) 117 38 49 109 79 461 469 466 6 83 97 3 95th Queue (ft) 259 79 92 199 283 551 553 551 21 164 277 11 Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 78 89 92 0 Queuing Penalty (veh) 339 386 401 0 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 70 3 Queuing Penalty (veh) 0 15 0 Intersection: 51: Front Pike & Costco 1 _ - _ _ Movement _Royal _ WB _-. _. 624_- -_. NB._ _ NB NB i Directions Served R T T T TR Maximum Queue (ft) Average Queue (ft) 582 430 1479 649 365 229 306 229 329 231 95th Queue (ft) 802 1651 403 380 397 Link Distance (ft) 510 1464 252 252 252 Upstream Blk Time (%) 65 15 37 37 31 Queuing Penalty (veh) 0 0 145 144 120 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs SimTraffic Performance Report 2028 No -Build AM 2028 No -Build AM 12/09/2020 7: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement EBL , ---------- - -, _._ _ ___ , _ - 6 EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SM� Denied DelNeh (s) 0.2 0.1 0.1 0.0 0.0 0.0 0.7 0.1 0.1 0.2 0.1 0.1 Total Del/Veh (s) 20.9 12.6 9.1 13.3 9.8 7.3 30.8 38.8 8.5 77.0 23.6 11.2 7: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement All Denied DelNeh (s) 0.1 Total Del/Veh (s) 21.5 9: Frontage Rd & Millwood Avenue Performance by movement Movement-"-,-- -_ - -, , - - -- __A,_Il -, " " - Denied DelNeh (s) 0.0 Total DelNeh (s) 22.4 0.0 0.0 0.0 0.0 0.1 0.1 0.0 17.8 32.5 6.1 6.7 28.9 9.2 13.9 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 1.1 0.1 Total DelNeh (s) 8.7 1.2 67.3 6.3 9.3 33.1 13.1 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Mo-v-e, m--e--n,,t-- _B_T_,_"__W___B_R,___ -N,-B---T- N-,B-R ...... , 13- "L_ - -S-B-,T- _S_BR--.- Denied DelNeh (s) 2.7 2.3 1.2 0.4 0.0 0.2 0.0 0.5 0.1 0.0 0.0 0.0 Total DelNeh (s) 61.3 67.7 6.7 132.5 25.6 9.6 51.0 132.7 27.2 159.5 134.9 53.7 1 30: Front Royal Pike /1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement M ov e rn ent All Denied DelNeh (s) 1.0 Total Del/Veh (s) 58.6 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.1 0.0 Total Del/Veh (s) 4.3 1.0 64.4 37.2 8.2 4.1 1 40 Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Movement ... . .. .... Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.0 Total Del/Veh (s) 8.5 1.6 0.1 16.4 2.3 2.9 71.1 28.0 79.9 91.3 16.9 2.8 One Logistics Park - Winchester SirnTraff ic Report Pennoni I Average of All Runs SimTraffic Performance Report 2028 No -Build AM 2028 No -Build AM 12/09/2020 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement M Denied Del/Veh (s) 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 41 9 52 4 ' 11.4 , 45 4 33 9 ,, .' 9.8 47.7 . . , 3 5 - - 2.5 40.7,; 6:7 �2:3 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Denied Del/Veh (s) 0.0 Total Del/Veh (s) =-- " 6:4 ' „ 51 Front Royal Pike & Costco Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 Totai,DellVeh (s) �� „� 1:5 18 1 9 % 14 16 : . 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement Movement:. x>3R w L>r WST,-1!1/_RNBL, NBT� �iBR E 1 �. %,_. SBL SBT.I ,SBE3. AI( Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DellVeh (s) 40'4 - 12Ai,35 7 39 5 6 9 ', 7.4.: 5.1 37.7 2.7, , 1:6 8A 70: Prince Frederick Dr & Costello Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 total DellVeh (s) A 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 Total DellVeh s 2 7 0,3 O 80: Coverstone Dr & Prince Frederick Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DellVeh (s), i 81 Sheriff's Office (West Entr) & Coverstone Dr Performance by movement ove' ent % � �L�'BT� EBE2��W • T �NBL ts' III � y�� G � � ��� ���. ��/ Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0 , Total Del/Veh (s) „� 044` 3 I One Logistics Park - Winchester SirnTraffic Report Pennoni 1 SimTraffic Performance Report 2028 No -Build AM Average of All Runs 2028 No -Build AM 12/09/2020 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement ovement EBU EBL EBT EBR WBU WBL WBT NBL NBT NBR SBL SBT Denied DelNeh (s) M 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 19.3 18.7 7.1 3.9 44.3 9.3 74.6 77.5 18.9 63.7 63.5 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement _ ove__.vm__e..n_._...____.__-__.__. t SBR - ....._.. All Denied DelNeh (s) 0.0 0.0 Total DelNeh (s) 17.3 11.6 100:-Millwood Pike & Inverlee Wy Performance by movement Movement EBL EBT WBT WBR SBL SBR All ) Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.2 0.2 0.0 ' Total DelNeh (s) 6.5 1.7 6.2 5.8 39.6 16.2 4.1 110: Millwood Pike & Sulphur Springs Rd Performance by movement Movement WBL WBR NBU NBT NBR SBL SBT All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 35.1 6.5 46.1 22.4 4.9 53.3 17.3 20.3 180: Sheriff's Office (East Entr) & Coverstone Dr Performance by movement ovement EBT, EBR WBT NBL All Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.0 0.1 0.0 4.3 0.2 Total Network Performance r Denied DelNeh (s) 1.2 Total Del/Veh (s) 114.8 1 I I One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs SimTraffic Performance Report 2028 No -Build AM 2028 No -Build AM 12/09/2020 T Apple Blossom Dr & Jubal Early Drive Performance by approach Nl?plo.,EB « Denied Del/Veh (s) 0.1 0.0 0.1 0.2 0.1 Total Del/Veh (s)', , , ;.13;5 �8 9 1'9.3 71.7,�� 21.5 9: Frontage Rd & Millwood Avenue Performance by approach I �u-� / raac 1N t� SB Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0 Total DeVVeh �g22 4 8 10 181 SB On Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach Denied DelNeh (s) 0.0 0.0 0.0 1.1 0.1 Total DelNeh (s} 77 133 9.3 331 13.1 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach Denied DelNeh (s) 2.0 0.1 0.2 0.0 1.0 Total Qel/Veh s :. 46 6 31:7 ` 79 7 98 7 , 58 6 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0 Total Del/Veh s 4 3 10 51 1 8 2 4 1 ' -. ;.,.. . - 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.0 TWDel/Veh s 15 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach AEproach Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 TotaLDelLVeh�41.." 6.3,,: � 6:4 , „ , 51 Front Royal Pike & Costco Performance by approach AMENIA fj Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DeILVeh (s) 1:5 18 fi 4 1 6 One Logistics Park - Winchester SimTraffic Report Pennoni 1 SimTraffic Performance Report 2028 No -Build AM 60: Route 522 & Hotel Entrance/Costello Dr Performance by aooroach Average of All Runs 2028 No -Build AM 12/09/2020 Approach EB WB NB 3B' All Denied Del/Veh (s) Total Del/Veh (s) 0.1 32.4 0.0 27.4 0.0 7.1 0.0 6.1 0.0 8.1 1 70: Prince Frederick Dr & Costello Dr Performance by approach f___._..___.._-__.___,__...-____..._...._.---,._._._.___..____...._-.-. -.. _._ ..... .,__. p,pproach EB NB SB All Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 3.2 1.0 1.5 2.1 1 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach --_-._--..__--_- ------- ..WB.__._-_-.__NB__. _ .._ SB _.-- , __- All Denied DelNeh (s) 0.1 0.0 0.0 0.0 Total Del/Veil (s) 2.7 0.3 1.3 1.3 80: Coverstone Dr & Prince Frederick Dr Performance by approach PPProach---------------------WB-__SB.------All__.___. ___ ---___...,- ------------- � Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 0.2 4.6 4.0 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach P,PProaCh EB WB NB All Denied DelNeh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.6 0.3 4.3 0.7 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach .... _.... ._-------,_-- tpproach EB WB NB SB All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 7.5 12.5 53.9 32.9 11.6 j100: Millwood Pike & Inverlee Wy Performance by approach PPProach EB WB SB All Denied DelNeh (s) 0.0 0.0 0.2 0.0 Total Del/Veh (s) 1.7 6.2 22.9 4.1 1 110: Millwood Pike & Sulphur Springs Rd Performance by approach Approach WB NB SB - All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 24.2 20.4 19.1 20.3 ' One Logistics Park - Winchester SirnTraffic Report Pennoni I Average of All Runs Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/09/2020 Intersection: 7: Apple Blossom Dr & Jubal Early Drive ave ` nt �� `�E8 BB 1N� B WBWB e .NBME S6 Directions Served L T TR L T T R L T R L L Maximum°Queue (ft) 96 16, =" 189 83 , 198 214 2 . 20 51 40 , , 308 416 Average erage Queue (ft) 42 74 94 35 96 109 0 1 9 10 180 217 95th Queue (ft) 77 137 162 , "-67 168 184 0 10 ? 34 3Q= 324 418 Link Distance (ft) 5359 5359 943 943 943 2341 2341 2507 Upstream Blk Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 ,. 200 ,. , ,,. Storage 131k Time (%) 1 5 Queuing Penalty (veh) .: 2 <1 Intersection: 7: Apple Blossom Dr & Jubal Early Drive Directions Served T TR L T T TR R R Maximum 150 '58 11 . 11 124 T 44 Average Queue (ft) 211 254 60 2 0 0 47 11 95th Queue (ft) 388 432 :" ; 124 35 13 =7 101 33 Link Distance (ft) 943 943 244 244 244 823 110 Upstream Blk Time`(%) 0 0 R. wm­ Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalt veh `� m P 1 1 I One Logistics Park - Winchester SimTraffic Report Pennoni "7 Average of All Runs Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/09/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB WB WB WB WB B78 B78 B78 B78 NB Directions Served T T L L T T T T T T R Maximum Queue (it) 135 156 136 148 155 161 170 8 77 99 21 375 Average Queue (it) 95th Queue (it) 50 112 75 143 61 116 76 128 53 122 49 120 57 132 0 14 3 53 5 1 73 26 86 440 Link Distance (it) 244 244 404 404 404 567 567 567 567 530 Upstream Blk Time (%) 0 5 Queuing Penalty (veh) 0 0 Storage Bay Dist (it) 475 475 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 10: 1-81 SB On-RamD/1-81 SB Off-RamD & Millwood Avenue M_.ovem____ent .._ ..__._ _____.___..__.._____._._._ B84 ... _.. ._.._SB _-......__....___._____,._______________..._._.._.__ SB j Directions Served T R R Maximum Queue (it) 889 356 340 Average Queue (it) 239 221 202 95th Queue (it) 1217 321 303 Link Distance (it) 7698 951 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (it) 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 22: Bend Movement SB � Directions Served T Maximum Queue (ft) Average Queue (it) 2 0 95th Queue (it) 3 Link Distance (it) 1922 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (it) Storage Blk Time (%) Queuing Penalty (veh) ,7 r, ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build AM Average of All Runs 2028 No -Build AM 12/09/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T Maximum.Queue (ft) 264 528 646 655 r :532 = 285 329 524o -223< , 227 221 277 Average Queue (ft) 129 264 494 509 81 70 97 150 114 113 95 109 95th Queue (ft) 225 656 732 741 415 256 317 543 237 221 " . 173 225 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream, Blk Time (%) 0 10 14 1 0 Al/0 6 '� ., s, 1 0 Queuing Penalty (veh) 0 70 Storage, Bay Dist (ft) 570 570 105 8 1 2 46 4 0 Storage Blk Time (%) 0 10 1 0 6 Queuing Penalty (veh), 2- 21 2 .< 0 18 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike F F1�� .� r n� ,.,. lo�+ement. % 1�113 ...=NB Directions Served R L L T T R L T T R T T Maximum Queue (ft 95 236 � 306 "457 ' 442 „ 284 ". 146 150 t100 350 " " 521' 719 Average Queue (ft) 95th Queue (ft) 67 126 146 292 262 105 138 140 783 224 230 245 121 210 254 469 453 268184 ,. 1373, 494 672 1218 Link Distance (ft) 520 520 520 1003 520 6027 Upstream Blk Tune;(%) „ ._ 0 1 1 27 17 "> ; Queuing Penalty (veh) 0 3 1 0 0 Storage Bay Dist (ft) 95 375=,,,.... _; .. , 300 150 150 350: r Storage Blk Time (%) 2 0 11 0 18 32 24 1 Q,ueum Penalt veh 3, 0 99 178W" 211 .� 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike �ovementi �K�... , �F;� �., . ��IF �. Directions Served T T TR T T TR LTR R Maximum`Queue (ft). 22 15 Average Queue (ft) ,. J. 1 1 0 2 1 0 44 18 95th Queue (ft) = =. 25 21 5 - 37 '11 Link Distance (ft) ... 399 399 399 277 277 277 288 399 Upstream BlkTime'(%) Queuing Penalty (veh) ,0� a i` 0 Sfora e Ba Dist ffIN Storage Blk Time (%) 0 Queuing""Penalty (veh)" 0 , u One Logistics Park - Winchester SimTraffic Report Pennoni ' Average of All Runs Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/09/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovement EB EB EB EB WB WB WB WB NB NB' SB i Directions Served L T T R L T T TR L TR LTR Maximum Queue (ft) 50 84 97 1 17 103 70 126 74 56 97 Average Queue (ft) 95th Queue (ft) 7 30 20 61 28 78 0 1 1 8 16 60 12 44 25 85 19 54 11 38 28 71 Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) IQueuing Penalty (veh) Intersection: 50-. Front Royal Pike & Travelodge Ln/Delco Plaza M-ovement-_ ._---.... ,_._ - - ... ---,-- EB EB WB WB ---_.N._._.,-- NB B - NB - - NB --_.S-B- -- ---SB--.-...__ --SB---- _S...f3.. Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 57 86 48 102 52 106 120 107 40 202 247 72 Average Queue (ft) 15 40 14 47 12 21 22 22 5 49 63 6 95th Queue (ft) 44 71 39 81 36 70 76 71 24 138 171 55 Link Distance (ft) 294 294 1918 1918 393 393 393 520 520 520 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Intersection: 51: Front Royal Pike & Costco - --F-- - __..... - Movement _ .. NB �. -- --- - --- --- -__ .- _ -I I Directions Served TR Maximum Queue (ft) Average Queue (ft) 4 0 95th Queue (ft) 5 Link Distance (ft) 252 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) j One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build AM Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Average of All Runs , 2028 No -Build AM 12/09/2020 r oyement EBBB� r G x NB�,�,�� N�n„%BNB SB SB'- SB „-N1� ��B�..f s �NB�r�1� Directions Served LT R L LT R L T T TR L T TR Maximum=:Queue (ft)_ �� 45�34 71 66 , a 11 140 157 - 179 ; 151.' . 149 14 Average Queue (ft) 11 6 17 41 21 1 56 60 75 59 40 41 95th Queue A 36 „ 26 50 77 52 6 118 129 .. 149 = ,119 106 A02 Link Distance (ft) 414 414 1340 1340 990 990 990 252 252 UPstrearri Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 120 ,. 100 =, 195 Storage Blk Time (%) 0 0 1 0 0 Queuin'g penalty (veh) ; . 0 = 0' 0' Intersection: 70: Prince Frederick Dr & Costello Dr Directions Served L R LT TR Maximum' ueue,(ft) 70 66 37 2 Average Queue (ft) 26 31 3 0 95th Queue,(ft) Z57 `54 Link Distance (ft) 1590 157 979 Upstream:Blk Time`(%)=� Queuing Penalty (veh) Fd� Sfoi"age Bay Dist (ft) - 350 , ,.� Storage Blk Time (%) 6, , Queuing Penalty (veh) .. Intersection: 71: Prince Frederick Dr & Army Corp of Engrs Entr Directions Served LR LT Maximum Queue (ft) ' ;44', Sw Average Queue (ft) 6 3 95th Queue (ft) , 30 20 . Link Distance (ft) 908 157 Upstrea 131kTjme " m (%) , ,. Queuing Penalty (veh) Storage Bay,Dist (ft) Storage Blk Time (%) Queuing Penalty (veh). One Logistics Park - Winchester SimTraffic Report Pennoni L� El 1 Average of All Runs Queuing and Blocking Report 2028 No -Build AM 2028 No -Build AM 12/09/2020 Intersection: 80: Coverstone Dr & Prince Frederick Dr Move me-n-t SB i Directions Served L Maximum Queue (ft) 60 Average Queue (ft) 30 95th Queue (ft) 50 Link Distance (ft) 404 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr ovement NB Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 5 95th Queue (ft) 22 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB WB NB NB SB SB Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 123 212 214 119 129 224 241 120 67 131 120 Average Queue (ft) 48 92 97 21 48 70 83 43 16 55 49 95th Queue (ft) 98 176 175 68 103 171 193 99 47 110 94 Link Distance (ft) 914 914 814 814 424 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni 11 Queuing and Blocking Report 2028 No -Build AM Intersection: 100: Millwood Pike & Inverlee W Average of All Runs 2028 No -Build AM 12/09/2020 Directions Served L R LR Maximum Qubuei(fi), 34, 150:: Average Queue (ft) 5 0 55 95th Queue 5: Link Distance (ft) 1207 Upstream,Blk i me Queuing Penalty (veh) Storagel3ayDist #)_-___ . '336---, 300'� Storage Blk Time Queuing Pe'n eh)'� ?§20, Intersection: 110: Millwood Pike & Sulphur Springs Rd BV§0,—j Directions Served L R LIT T R T L T T Maximum Queue J411, -_ I ;��" , , i -_2 194 350 369. Average Queue (ft) 159 45 113 111 26 0 76 160 167 95th,Q eue 411k,, 95, 4_� 1 51 307. 319,, Link Distance (ft) 508 693 693 14795 2541 2541 Upstream §tre lki _z Queuing Penalty (veh) ay, �q- Storb Bay _111�­ _511 0 430 Storage Blk Time 0 0 Queuing 06nalt (v 25 a "M Intersection: 180: Sheriff's Office (East Entr) & Coverstone Dr Directions Served L 7? M, -- -- --- --- - axm uee m Q u', ,25 Average Queue (ft) 6 VW b5th Q ft),23 Link Distance (ft) 366 U s b t m lAL, Queuing Penalty (veh) Storage Bay Dist(ft) Storage Blk Time J, NA Queuing!"Wveh 4- al W AIR - Network Surnm ME Network wide Queuing Peqp tY -r A I I I I I I I Ll I I I I I I One Logistics Park - Winchester SimTraffic Report Pennoni I I . WEE toei� 11 am Project Information Analyst Pennoni Date 12/2/2020 Agency VDOT Analysis Year 2028 No -Build Jurisdiction Frederick Co, VA Time Period Analyzed AM Peak Hour Project Description One Logistics Park - Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NWL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 ather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 dent Type ;Demand No Incident Demand Adjustment Factor (DAF) 1.000 and Capacity FF RF RR FR Demand Volume (Vi), vell/11 759 748 385 315 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 6.00 6.00 11.00 11.00 Heavy Vehicle Adjustment Factor (fHV) 0.929 0.931 0.892 0.901 Flow Rate (vi), pc/h 888 873 469 380 Weaving Flow Rate (vw), pc/h 1253 Freeway Max Capacity (cIFL), pc/11/I11 2200 Non -Weaving Flow Rate (vNW), pC/11 1357 Density -Based Capacity (OWL), pc/h/In 1674 Rate (v), pc/11 2610 Demand Flow Based Capacity (ciw), pc/11 5000 :TLotlalmlow Voue Ratio (VR) 0.480 Weaving Segment Capacity (cw), veh/h 4595 Minimum Lane Change Rate (LCMIN), Ic/h 1253 Adjusted Weaving Area Capacity, pc/h 5000 Maximum Weaving Length (LMAX), ft 7594 Volume -to -Capacity Ratio (v/c) 0.52 Speed and Density Non -Weaving Vehicle Index (INw) 0 Average Weaving Speed (Sw), mi/h 36.6 Non -Weaving Lane Change Rate (LCNW), Ic/h 89 Average Non -Weaving Speed (SNW), mi/h 31.8 Weaving Lane Change Rate (LCW), Ic/h 1325 Average Speed (S), mi/h 33.9 Weaving Lane Change Rate (LCAII), IC/h 1414 Density (D), pc/mi/In 25.7 Weaving Intensity Factor (W) 0.387 Level of Service (LOS) C 9opyright © 2020 University of Florida. 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HCSM Freeways Version 7.9 Generated: 12/02/2020 15:58:33 2028 No -Build AM.xuf Average of All Runs SirnTraffic Performance Report 2028 No -Build PM 2028 No -Build PM 12/09/2020 7: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied DelNeh (s) 0.2 0.2 0.2 0.0 0.0 0.0 1.3 0.1 0.1 0.4 0.2 0.2 Total Del/Veh (s) 442.6 490.5 532.7 29.5 18.1 5.9 60.3 79.4 43.5 50.7 33.4 22.6 7: Apple Blossom Dr & Jubal Early Drive Performance by movement ovement All Denied DelNeh (s) 0.1 Total DelNeh (s) 169.8 ' 9: Frontage Rd & Millwood Avenue Performance by movement Movement EBT EBR WBL WBT WBR OR SBR All i Denied DelNeh (s) 2.4 7.3 0.0 0.0 0.0 0.0 0.1 1.0 Total DelNeh (s) 122.2 106.2 32.5 5.8 5.0 355.8 8.3 77.8 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement Movement EBT EBR WBL WBT NBR SBR All � Denied DelNeh (s) 1.4 0.5 0.0 0.0 0.0 1.0 0.5 Total DelNeh (s) 35.3 1.5 43.4 2.5 9.5 31.4 18.3 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR , SBL SBT SBR Denied DelNeh (s) 64.0 42.4 62.2 18.7 35.8 68.1 3.4 8.6 4.5 0.0 0.0 0.0 Total DelNeh (s) 348.3 25.1 6.4 50.2 30.7 75.0 79.6 233.7 93.3 137.2 79.5 11.5 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement ovement ___-..--______---.-- All Denied DelNeh (s) 37.3 Total DelNeh (s) 91.1 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement ____._em ov.._ent_______._ M EBT WBT NBL NBR . SBR All ' Denied DelNeh (s) 0.0 0.7 0.1 0.1 0.1 0.4 Total DelNeh (s) 2.7 18.8 51.4 17.6 19.0 12.9 One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2028 No -Build PM 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Average of All Runs 2028 No -Build PM 12/09/2020 BT NBR SBL:BT N 'SBR W'-o'vemept Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.2 0.1 0.1 Total Del/Veh (s), '• 18.4 6:3 1.1 133 ._ 56 9 -133 0, 53 2 43 8" 11.0, 591 56 2 24 9 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Denied Del/Veh (s) 0.0 TtalpelN 36.Ej 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Denied DelNeh (s) 0.1 0.1 0.1 0.1 0.2 0.1 0.0 0.1 0.1 0.1 0.0 0.0 Total DellVeh (s) ,, : 91:3 Z3.3 9.6 35.8 40.1 29 8 94.7- :' 146 6 118,0 38.4 11 9 2,8 50: Front Roval Pike & Travelodge Ln/Delco Plaza Performance by movement Denied Del/Veh (s) 0.1 TotaC Del/yeh Ww 761mt �< 51: Front Royal Pike & Costco Performance by movement �i �.3v Denied Del/Veh (s) 0.0 0.1 0.0 0.0 0.1 Total DelNeh„(s) , 599.5 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement o eme fi, EBL% E13R� 1B1 BR yNBL� BT N RSBL s _� � . �.. � .���� ..s�.�, .,,,,. ,,,���,,.. _..,,,..��Y�±,,,���ti ��� �. ��. ��� � �.3$13T�� SB�t, y,All / Denied DelNeh (s) 0.1 0.1 0.1 0.4 0.6 0.0 0.0 0.0 0 0 0.0 0.0 0.1 Total Del Neh (s). - 40;9 „ 438 11 9 . `39.2,. 55 5 92 5 125 6 1131 „ 35 0 41„ 2 3 66 0 70: Prince Frederick Dr & Costello Dr Performance by movement s ovetnenf!..��BL�E)3TR , , NB,Ly , NBT SB All , .i ��. Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total. Del/V,eh (s) 8.1 . s 1.1 2.9 2:3 0.8 1 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement oueme . M, Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.1 Total De Neh,(s). � 3.8 0.6 2.1 0.4 2.0 d _, One Logistics Park - Winchester SirnTraffic Report Pennoni I u Average of All Runs SimTraffic Performance Report 2028 No -Build PM 2028 No -Build PM 12/09/2020 ' 80: Coverstone Dr & Prince Frederick Dr Performance by movement ovement WBT WBR SBL All i Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 0.1 0.5 3.3 0.9 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement ovement _...EBT _..-._ E._..BR .._._ WBT NBL All i Denied DelNeh (s) 0.0 0.2 0.0 0.1 0.0 ' Total DelNeh (s) 0.7 0.6 0.2 4.3 0.8 ' 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Total Network Performance ovement EBU EBL EBT WB EBR WBU L WBT WBR NBL NBT NBR SBL ' Denied DelNeh (s) Total DelNeh (s) 0.0 45.2 0.0 44.6 0.0 9.2 0.0 0.0 0.2 0.1 0.0 0.0 0.8 0.0 0.0 3.4 25.4 27.1 29.3 24.5 132.1 114.9 9.2 68.7 90: Prince Frederick Dr/Custer Ave &Route 50 Performance by movement Movement SBT SBR All Denied DelNeh (s) 0.0 0.0 0.1 Total DelNeh (s) 75.1 30.1 29.1 100: Millwood Pike & Inverlee Wy Performance by movement ovement------_- --�-- -EBL --.EBT WBT WBR SBL -SBR Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) 23.3 0.9 12.1 12.6 59.1 25.1 9.1 110: Millwood Pike &Sulphur Springs Rd Performance by movement - Movement_..-.WBL._- WBR -...NBT----NBR-._ SBU -� SBL-SBT _-All___,_.__.__.__.__..__�._______..__.._...__ .� rDenied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 32.4 14.5 125.6 86.8 36.1 39.8 10.0 75.0 180: Sheriff's Office (East Entr) &Coverstone Dr Performance by moveme nt EBT EBR WBT NBL All a Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.0 0.0 0.1 4.2 0.7 Denied Del/Veh (s) 23.7 Total Del/Veh (s) 373.5 r 1 One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs SimTraffic Performance Report 2028 No -Build PM 2028 No -Build PM 12/09/2020 7: Apple Blossom Dr & Jubal Early Drive Performance by approach IM/ Denied Del/Veh (s) 0.2 0.0 0.2 0.3 0.1 ' Total DelNeh (s) : 490.1 14.6 55.0 46 9 169 8 = 9: Frontage Rd & Millwood Avenue Performance by approach Approach= EB Wl3 N SB I 8 Denied Del/Veh (s) 2.4 0.0 0.0 0.1 1.0 Total Del/Veh'(s) 1221 8.3_ 355 8 �:8 5-�77 8=" 10 181 SB On Ramp/I 81 SB Off Ramp & Millwood Avenue Performance by approach �' or achy Denied Del/Veh (s) 1.2 0.0 0.0 1.0 0.5 Total Deli, Veh '(s) 280 94 9 5 314 18.3 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach Denied Del/Veh (s) 54.7 47.8 5.8 0.0 37.3 Total DeICVeh (s) 101.2 = 492 1515 31: Gas Station Driveway/Hotel Driveway y &Millwood Pike Performance by approach Approach. ... EB llBt SBAf �- %� Denied Del/Veh (s) 0.0 0.7 0.1 0.1 0.4 Total DeIN f s 2.7 18 8 341 19„0 12 9 (a )_ 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach Denied DelNeh (s) 0.0 0.0 0.2 0.1 0.0 Total Del/Veh (s) - 6.2 568 37 8 32 5 ' 36 6 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach ' Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.1 Total DeVVeh (s) 41.7 32.4 140 3 11 761US 1 51 Front Royal Pike & Costco Performance by approach Denied Del/Veh (s) 0.0 0.1 0.0 0.1 Total Del/Veh (s) 592.8 50.2 3 0 52 2 r One Logistics Park - Winchester SirnTraffic Report Pennoni I Average of All Runs SimTraffic Performance Report 2028 No -Build PM 2028 No -Build PM 12/09/2020 Route 522 & Hotel Entrance/Costello Dr Performance Approach -'- ­_E,__B,_, , , ","'W", B NB, S-B,---,- .. ...... Denied Del/Veh (s) 0.1 0.5 0.0 0.0 0.1 Total Del/Veh (s) 39.4 49.0 123.8 14.3 66.0 70: Prince Frederick Dr & Costello Dr Performance by approach Approach Denied Del/Veh (s) Total DelNeh (s) 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach Denied Del/Veh (s) 0.2 0.0 0.0 0.1 Total DelNeh (s) 3.8 0.6 0.7 2.0 Coverstone Dr & Prince Frederick Dr Performance b Approach WB SB All Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 0.5 3.5 0.9 Sheriff's Office (West Entr) & Coverstone Dr Performance b Approach EB WB NB All Denied DelNeh (s) 0.1 0.0 0.1 0.0 Total DelNeh (s) 0.7 0.2 4.3 0.8 Prince Frederick Dr/Custer Ave & Route 50 Performance b Denied Del/Veh (s) 0.0 0.1 0.2 0.0 0.1 Total DelNeh (s) 13.4 29.2 80.5 47.4 29.1 Millwood Pike & Inverlee Wv Performance b - - --------- Denied Del/Veh (s) 0.0 0.0 0.1 0.0 Total Del/Veh (s) 1.8 12.1 35.7 9.1 Millwood Pike & SUIDhur SDrinas Rd Performance Approach WB NB SB All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 21.1 119.5 16.7 75.0 One Logistics Park - Winchester Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 7: Apple Blossom Dr & Jubal Early Drive Average of All Runs 2028 No -Build PM 12/09/2020 MAW' WINE, Wb_r1%"A;_ 'N"-' Directions Served L T TR L T T R L T R L L I i Q' M�axlmum-, Queue (ft) ji: 2?$.', 4428__ 2 3 0 2, 72 136 � �- K'- I" I _-_ 206 6444, Average Queue (ft) 111 1987 2000 75 179 185 1 21 58 85 192 218 95th Queue '�1� 4 q 2 3 J� 1,12721 34, 58, 122, 8 6 �3b3', 3 6 Link Distance (ft) 18441 18441 943 943 943 2340 2340 2507 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist4 M)'2_ 2 200. 350 Storage Blk Time 0 67 0 0 0 1 Queuing Penalty-(veh) 4 0 1 2 A 0 0- , , Intersection: 7: Apple Blossom Dr & Jubal Early Drive MORN_ Directions Served TR Maximum Queue (ft) 177 Average Queue (ft) 77 95th Queue (ft) 4 Link Distance (ft) 2507 e Upstream B Upstr lk Tim (9/")J Queuing Penalty (veh) Stor e Bay. Dist, ft 3 Storage Blk Time Queuing Penalty (veh) Intersection: 9: Frontage Rd & Millwood Avenue EM Directions Served T TR L T T TR R T R Maximum Queue (ft) 676, -11V �61 2 9 8 8 58 a lv: 4 Average Queue (ft) 806 827 74 6 0 0 594 316 15 95hQ Queue (ft) t u e 5 8 1 i4 4 Link Distance (ft) 943 943 244 244 244 795 1234 110 U 1 (0 Bk ream Ime W" A Queuing Penalty (veh) 57 96 0 0 0 0 0 Storage,Bq Dist (ft) � "­11' IN _ii"' Storage Blk Time (%) 0 Queuing Pe nalty (veh) MEN (�F J-1 Arm J-5 - One Logistics Park - Winchester SimTraffic Report Pennoni I I n I I I I I I I I I -7 L Average of All Runs Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/09/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB EB WB WB WB WB WB B78 B78 B78. B78 ' Directions Served T T R L L T T T T T T Maximum Queue (ft) 298 321 85 184 194 96 74 75 8 26 20 10 Average Queue (ft) 263 252 5 88 92 27 14 14 0 1 1 0 ' 95th Queue (ft) 354 371 67 159 163 71 50 49 12 28 25 18 Link Distance (ft) 244 244 244 404 404 404 567 567 567 567 Upstream Blk Time (%) 55 24 0 Queuing Penalty (veh) 371 160 0 Storage Bay Dist (ft) 475 475 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue MM .o_vem_..- en,-t-- _ ,- ,, ---..___- - NB B84 SB - -_.SB_...- _ _ _ -- - -- . Directions Served R T R R Maximum Queue (ft) 574 306 308 275 Average Queue (ft) 131 57 192 151 95th Queue (ft) 516 439 282 255 Link Distance (ft) 530 7698 951 Upstream Blk Time (%) Queuing Penalty (veh) 8 0 Storage Bay Dist (ft) 500 Storage Blk Time (%) ' Queuing Penalty (veh) LI F,1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Average of All Runs 2028 No -Build PM 12/09/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike tttfr BBS EBB/ M„w 78 �, B78, Directions Served L L T T R T T T L T T T Maximum„Queue (ft) 564 567 647 "" 415 19 427 425 596 176 ` 330 406 439` Average Queue (ft) 556 564 638 179 1 402 219 210 53 176 245 415 95th Queue,(ft) 565 571 670 ; "325 =: 33 505 �499 604 "" 120 286 442r 442 Link Distance (ft) 567 567 567 404 404 404 399 399 399 Upstream "Blk Time {%) "-" =26 42 67 0 50 6 " 12 Q 0 34 Queuing Penalty (veh) 0 0 524 0 386 44 91 0 2 217 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) _ 26 42 67 0 0 57 Queuing Penalty, (veh) 917 ,`. " 192 /" t427 0 0 447 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L L T T R L T T R T T Maximum Queue (ft) j 95 359 .581 583: \573 ; 300 144 148 501 207;; 40; 12 Average Queue (ft) 95 207 461 �542 ; 530 216 113 81 178 45 5 1 95th Queue (ft) 95„ " 354 693 " 608 610" 419 163 - 181=" 581 ' 232 $2 26 .,. Link Distance (ft) 520 520 520 1003 520 6027 Upstream BIk Time (°��) . :" k ,. .. ." 16".. �63 '51 0 .. _ . Queuing Penalty (veh) 204 143 0 0 Storage Bay, Dist {ft). 95 ,. 375.: ; i" 300 150150 ,v"y. Storage Blk Time (%) 57 1 3 79 1 6 11 12 0 Queuing Penalty (veh) ' " 196 4 j10 '" 67 3 22 37 " "" Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike B �iN6NB Moverr t �/ 8 B SBr ... Directions Served T T T T TR LTR R Maximum 7 277 308 95 56 s Average Queue (ft) 0 0 " 0 87 273 35 19 95th Queue (ft) 4 1 5 275 363 . .: 75 " ". 48 ," all Link Distance (ft) 399 399 277 277 277 288 399 Upstrea"7 l' Queuing Penalty (veh) 1 96 Storage Bay Dist:{ft) i, .All Storage Blk Time (%) 0 ". Queuing Penalty„(veh) 0 u '! = // 1 I 1� n One Logistics Park - Winchester SimTraffic Report I Pennoni 7 r I Queuing and Blocking Report 2028 No -Build PM Intersection: 32: Bend ovement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) NB NB T 215 40 10 1 152 50 1003 1003 0 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Average of All Runs 2028 No -Build PM 12/09/2020 - ov-em------ --- -- - - ---__, ___ - - - - - - _----- --. _ - _ -- --.._ ._------------ --- - ---- - -- --No Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 48 207 211 28 390 895 971 492 357 378 157 78 Average Queue (ft) 10 85 88 5 31 433 562 392 152 167 70 27 95th Queue (ft) 32 175 180 18 274 1227 1353 661 640 665 131 59 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%) 0 0 6 28 0 0 Queuing Penalty (veh) 0 0 57 268 2 4 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 0 5 27 34 Queuing Penalty (veh) 0 1 155 188 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike -_-.-----.-----___..-------.__--_.__.- ovement __.___--------------------------_.--.-_.___.-----._._.--_._. SB � Directions Served LTR Maximum Queue (ft) 115 Average Queue (ft) 43 95th Queue (ft) 89 Link Distance (ft) 446 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 No -Build PM Intersection: 50: Front Roval Pike & Travelodge Ln/Delco Plaza Average of All Runs , 2028 No -Build PM 12/09/2020 Directions Served LT R LT R L T T TR L T T R MaximumQueue'(,hy,- 159 92 >145 , " 183 300 503 514=,, 509� ' 40'' 196' 228' „ % 3,4 Average Queue (ft) 63 39 60 78 71 426 439 427 7 73 76 5 95th Qft O- 14 Z1 115 150 266 622 9 620 7 69ueue Link Distance (ft) 983 983 1918 1918 393 393 393 520 520 520 Upstream BIk Time' 66 Queuing Penalty (veh) 285 322 347 0 0 gMm- eBay Dist (ft) 300 -. 150, Storage Blk Time (%) 0 62 0 1 Queuing Penalty (veh) 0 13 0 <; ; 0 Intersection: 51: Front Roval Pike & Costco Directions Served R T T T TR T T Maximum Queue ft 571 (. ).. 1224 '364 352,337 74 _125 Average Queue (ft) 380 464 207 213 198 12 4 95th Queue (ft)„ 788 , 1380 409 411 398" w Link Distance (ft) 510 1464 252 252 252 393 393 Upstream Blk Time {%) 55 12 25 27 . 20 0 0 Queuing Penalty (veh) 0 0 96 103 76 0 0 Storage Bay Dist e Aw Storage Blk Time (%) Queuing Penalty {veh) ...:- y One Logistics Park - Winchester SimTraffic Report Pennoni �I J I-1 I� iI � I V I I 1 Queuing and Blocking Report 2028 No -Build PM Average of All Runs 2028 No -Build PM 12/09/2020 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr ovement EB EB WB WB WB NB NB NB NB B17 B17 SB Directions Served LT R L LT R L T T TR T T L Maximum Queue (ft) 52 19 116 228 398 40 750 754 763 162 177 194 Average Queue (ft) 15 1 43 90 176 2 349 363 378 30 33 124 95th Queue (ft) 43 10 100 252 425 19 895 901 920 245 257 206 Link Distance (ft) 414 414 1340 1340 990 990 990 1922 1922 Upstream Blk Time (%) 7 5 6 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 120 100 195 Storage Blk Time (%) 0 2 0 44 5 Queuing Penalty (veh) 0 2 0 1 19 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr -....-_ em_ ent __..._t_-____....... Mov SB SB ---- ---- � Directions Served T TR Maximum Queue (ft) 261 187 Average Queue (ft) 72 44 95th Queue (ft) 211 115 Link Distance (ft) 252 252 Upstream Blk Time (%) 3 0 Queuing Penalty (veh) 13 0 Storage Bay Dist (ft) Storage Blk Time (%) 2 Queuing Penalty (veh) 8 Intersection: 70: Prince Frederick Dr & Costello Dr o_-v"_ement.._._-___,_".__ _...- __- Mov - . _ .E-_B...._...- - -EB- --- - - .. _N..B._ . SB � Directions Served L R LT TR ' Maximum Queue (ft) Average Queue (ft) 85 41 48 8 57 14 15 1 95th Queue (ft) 70 32 45 8 Link Distance (ft) 1590 157 979 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester Pennoni SimTraffic Report Average of All Runs Queuing and Blocking Report 2028 No -Build PM 2028 No -Build PM 12/09/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 W- man _,., EBgi ; EBB �eT EB% EBB WB, f f Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 183 214 220 71 166 = `_ 490 510 33 32 ',, 42 i 44 306 Average Queue (ft) 85 106 112 8 38 264 289 7 7 5 5 176 95th Queue (ft) ;;.: 152 189 ; = '196 ., 42 141 519 545 92 94 = 86 91 356 Link Distance (ft) 914 914 „ 814 814 338 338 916 9'16 424 Upstream Blk Time (%)=2 1 s 3 Queuing Penalty (veh) 14 16 9 10 , 4 Storage Bay Dist (ft)` 28Q 200'.365 Storage Blk Time (%) 0 1 0 0 4 Queuing Penalty (veh) 0 0 0 ONK" - 2 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served R T LT R Maxi m*,Queue(ft) 76= -21 129 Average Queue (ft) 32 3 53 53 95th Queue (ft) = 63 39 113 102 - Link Distance (ft) 424 979 267 . Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Stora e Ba Dist ft Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 , ......ME �. Intersection: 100: Millwood Pike & Inverlee W 07 ,, j REMIND � ,33E , %1111BE SB % Directions Served L T R LR Maximum Queue (ft) 68 3 10 113 �_. Average Queue (ft) 21 0 0 41 95th Queue (ft) 54 4 5 89 Link Distance (ft) 916 1207 Upstream Tme(°l°) . Blk „ . Queuing Penalty (veh) Satorage Bay Dist (ft) 330 300 Storage Blk Time (%) Queum Penalt ve One Logistics Park - Winchester SimTraffic Report Pennoni I 0 11 1 7 Queuing and Blocking Report 2028 No -Build PM Intersection: 110: Millwood Pike & Sulphur Springs Rd Average of All Runs 2028 No -Build PM 12/09/2020 Movement WB WB NB NB t BG B6 SB SB SB a Directions Served L R T T R T T UL T T Maximum Queue (ft) 174 164 812 812 290 6609 6625 224 170 185 Average Queue (ft) 75 73 781 782 264 4212 4233 118 59 72 95th Queue (ft) 141 134 803 802 384 7083 7100 198 136 147 Link Distance (ft) 508 693 693 14795 14795 2541 2541 Upstream Blk Time (%) 66 74 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 290 430 Storage Blk Time (%) 57 2 Queuing Penalty (veh) 164 15 Intersection: 180: Sheriff's Office (East Entr) & Coverstone Dr Movement NB ) Directions Served L Maximum Queue (ft) 28 Average Queue (ft) 11 95th Queue (ft) 31 Link Distance (ft) 366 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 6268 One Logistics Park - Winchester SimTraffic Report Pennoni 'Project EN Information Analyst Pennoni Date 12/2/2020 Agency VDOT Analysis Year 2028 No -Build ' Jurisdiction Frederick Co, VA Time Period Analyzed PM Peak Hour Project Description One Logistics Park - Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NWL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 10.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 1142 409 338 444 Peak Hour Factor (PHF) F 0.92 0.92 0.92 0.92 Total Trucks, % 2.00 3.00 9.00 9.00 Heavy Vehicle Adjustment Factor (fHV) 0.967 0.957 0.907 0.917 Flow Rate (vi), pc/h 1284 465 405 526 Weaving Flow Rate (vw), pc/h 991 Freeway Max Capacity (CIFL), pc/h/In 2200 Non -Weaving Flow Rate (VNw), pc/h 1689 Density -Based Capacity (OWL), pc/h/In 1769 Total Flow Rate (v), pc/h 2680 Demand Flow -Based Capacity (clw), pc/h 6486 Volume Ratio (VR) 0.370 Weaving Segment Capacity (cw), veh/h 5022 Minimum Lane Change Rate (LCMIN), Ic/h 991 Adjusted Weaving Area Capacity, pc/h 5307 Maximum Weaving Length (LMAX), ft 6347 Volume -to -Capacity Ratio (v/c) 0.50 Speed and Density Non -Weaving Vehicle Index (INw) 0 Average Weaving Speed (SW), mi/h 37.3 Non -Weaving Lane Change Rate (LCNw), Ic/h 158 Average Non -Weaving Speed (SNw), mi/h 33.6 Weaving Lane Change Rate (LCw), Ic/h 1063 Average Speed (S), mi/h 34.9 Weaving Lane Change Rate (LCAII), Ic/h 1221 Density (D), pc/mi/In 25.6 Weaving Intensity Factor (W) 0.345 Level of Service (LOS) C 1opyright © 2020 University of Florida. All Rights Reserved. HCSM Freeways Version 7.9 Generated: 12/02/2020 15:59:41 2028 No -Build PM.xuf I Appendix J I One Logistics Park Winchester ' Traffic Impact Study 1 Frederick County, Virginia 1 1 1 WICKG20001 1 1 ')Vnchro Sim'traffic Analysis Output - 2028 Total Conditions Revised December 2020 1 2028 Total Build AM ' Sample Size Determination based on Average Delay for EB Approach (Route 50/17) at Study Intersection #3 `\\V� OT of Trait, )ol t 3r tr„ctnt ��f �rans,�ortt�tion Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sarnple Mean (X,) = (1/N) (XI + X2 + X3 "' + XN) Outputs Sample Standard Deviation (SS) = V[(i(X-XS)2)/(N-1)] Sampling Error = Z (S,/dN) Confidence Level = X,± Z (SS/VN) %of Sample Mean (E) =%Tolerance * X, Sample Size Needed = ((Z)2 , (S,)2) / (E)2 Model Iterations Measure of Effectiveness (MOE) Confidence Interval: Tolerance Error: Number of Model Runs: Delay Run Number speed' -1--( 73.3 2 i 73 I 3 73.6 { 4 72.8 5 ; 74.3 6 ; 72.8 7 73.7 8 71.3 9 ! 73.3 10 i75.4 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Delay Sample Size Outputs _Svaucr N = 10.0 95% XS = 73.4 10% SS = 1.1 10 E = 7.3 Z = 1.96 Sampling Error = 0.66 95% Confidence Interval = 72.7 Ito 74.0 Percentage of Mean = 0.90% Good Sample Size Needed = 10 Z is the number of standard deviations away from the mean corresponding to the required confidence level in a normal distribution. SimTraffic Performance Report 2028 Build AM 2028 Build AM 12/07/2020 30: Front Royal Pike/1-811 NB Ramps & Millwood Avenue/Millwood Pike EB, Performance by run numll Denied Del/Veh (s) 8.4 7.4 5.0 1.8 3.2 3.5 5.4 2.6 2.9 14.0 5.4 Total - /Vs 73.3 75A 73.0�73.6 72.& --r7 4. 3, ,E- 72.8 73.7 73.3 73.3----'-'1-:- 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nu Denied Del/Veh (s) T aID V h�(s) 6t 61 e 0.0 31.5 90.0 0.0 7.5 0.0 0.2 8.9 0.0 18.2 0.0 6.5 8i6 311-'4 8 50.6 86'i 4, '3, 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num �j K I " - "I" - MINE W - Denied Del/Veh (s) 1.4 22.9 3.1 1.1 3.0 2.8 2.7 3.2 0.1 1.9 3.9 Total el eh'' 3�42212 A6 3 2019 184.2 219.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number 26�5 111072- Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 71. 1782 -176 `177 182.1 160.6 '181.9 T b' I I I I I r� I I One Logistics Park - Winchester SirnTraffic Report Pennoni I 11 2028 Total (Build) AM Sample Size Determination based on Max Queue for Outside EB Through Lane (Route 50/17) at Study Intersection #3 � \`of'Traitttrtrnertt r,f Tr,5itort,tion Sample Size Determination Tool, Version 2.0 r User Inputs Constants Outputs Sample Size (N) = Number of Model Runs Sample Mean (X,) = (1/N) (X, + Xz + X3 "' + XN) Sample Standard Deviation (S,) = V((E(X-X,)2)/(N-1)j Sampling Error = Z (S,/VN) Confidence Level = X,± Z (S,/VN) % of Sample Mean (E) = % Tolerance * X, Sample Size Needed = ((Z)z * (S,)z] / (E)z Model Iterations Queue Sample Size Outputs Measure of Effectiveness (MOE): —spuezr N = 10.0 Confidence Interval: 95% X, = 1938.9 Tolerance Error: 10% S, = 49.1 Number of Model Runs: 10 E = 193.9 Queue Z = 1.96 Run Number --sp-Tr 1 1851 Sampling Error = 30.42 i 2 1946 95% Confidence Interval = 1908.5 to 1969.3 3 2005 Percentage of Mean = 1.57% Good i 4 1983 Sample Size Needed = 10 5 1935 i I 6 1972 Z is the number of standard deviations away from the mean i 7 1898 corresponding to the required confidence level in a normal 8 1989 distribution. I 9 1904 10 1906 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 11 Queuing and Blocking Report 2028 Build AM Intersection: 9: Frontaae Rd & Millwood Avenue Run 1 2028 Build AM 12/07/2020 Movement EB EB WB WB NB SB Directions Served T TR L TR R R Maximum Queue (ft) 521 485 100 74 111 47 Average Queue (ft) 95th Queue (ft) 263 414 297 455 48 93 2 19 46 88 7 30 Link Distance (ft) 940 940 249 822 109 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB WB WB NB B84 SB SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 193 255 181 144 209 172 236 650 24849 360 335 Average Queue (ft) 53 130 72 85 56 58 58 577 14225 233 223 95th Queue (ft) 158 247 146 150 143 145 153 842 25577 323 301 Link Distance (ft) 249 249 398 398 398 530 39062 951 Upstream Blk Time (%) 0 61 Queuing Penalty (veh) 1 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Jubal Early Drive --- - -.._ . Movement EB EB EB WB ---------W WB ------- WB NB ...._..___ NB _--__-__- NB SB _..._-__-----._....__. SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 95 200 202 110 217 260 22 65 64 350 523 76 Average Queue (ft) 43 85 105 41 93 108 1 4 15 218 269 27 95th Queue (ft) 80 164 177 86 186 196 8 26 47 395 506 61 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 ' Upstream Blk Time (%) Queuing Penalty (veil) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 1 8 Queuing Penalty (veh) 2 21 One Logistics Park - Winchester SimTraffic Report Pennoni Run 1 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike Movement, M S w �,,EB�> 578� G � f,EB ..°EB ,EB ,EB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 240 570 ; 681 677, 664, 455 434 >. 618 350 406 , 386 372 Average Queue (ft) 157 326 649 652 130 351 384 581 248 216 150 172 95th Queue (ft) ,215 679 665 669 543 484 444;= 661 409 ` 418r 304 348 Link Distance (ft) 572 572 572 398 398 398 399 399 399 UpstreamBlkTime-(%) -0 41 ;49. :- 4 2' �5 50 1 0' Queuing Penalty (veh) 0 368 437 35 19 47 454 5 0 Storage Bay Dist (ft) 570 570 . - 350 Storage Blk Time (%) 0 41 3 6 17 QueuingPenalty (veh). ` 3 92 ` �."" ,.. �;: 8 6 -61 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike Directions Served R L L� T T R L T T R T T Maximum Queue (ft) 95 348 545 �159 565 567 -300 146 150 ' 1083 350 s 589 =15526 Average Queue (ft) 72 303 542 537 266 137 142 1065 260 572 9829 95th Queue (ft)-" - 125 293 602 565 567. 3,86 ; ' 147 187 . =1080 508 588 15403 Link Distance (ft) 520 520 520 988 494 26666 Upstream BlkTime,(%) 3 60 47 66 73 Queuing Penalty (veh) 9 _.. 162 127 0 0 Storage`Bay Dist (ff) �._ 95 375 '300 �� 150 " 150 350., Storage Blk Time (%) 6 86 1 24 41 34 1 Queuing Penalty (veh) - 13 105 2 138 234 364 6 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T LTR R Maximum Queue (ft) 52 130 302 30 — . Average Queue (ft) 2 11 117 15 95th Queue (ft) 18 67 275 40 Link Distance (ft) 399 277 ti 'or- 287 399 Upstream 6e:e Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) _ , 1 1 1 1 1 1 1 1 1 I One Logistics Park - Winchester SimTraffic Report I Pennoni Queuing and Blocking Report 2028 Rtfllcl AM Intersection: 9: Frontage Rd & Millwood Avenue Run 2 2028 Build AM 12/07/2020 Movemerit _ -EB _ - 'EB WB WB NB SB Directions Served T TR L TR R R Maximum Queue (ft) 511 551 128 90 109 24 Average Queue (ft) 285 329 39 3 49 4 9501 Queue (ft) 475 518 81 31 84 17 Link Distance (ft) 940 940 249 822 109 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovement EB EB WB WB WB _.. __. _ WB _ ..___._._...__.. WB NB _.._ .. B84 _--_ -. SB -.-.______---_.. SB I Directions Served T T L L T T T R T R R Maximum Queue (ft) 246 288 218 230 161 156 216 650 24178 372 339 Average Queue (ft) 71 113 92 103 67 68 66 579 13620 257 236 95th Queue (ft) 204 263 181 187 137 134 146 845 25042 357 314 Link Distance (ft) 249 249 398 398 398 530 39062 951 Upstream Blk Time (%) 0 2 58 Queuing Penalty (veh) 0 8 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) le Blossom Dr & Jubal Early Drive _ ovement ---_-EB-- ___--EB EB WB WB WB . _. _ _ _NB NB - _.N-.. _ -- B - _S_ B --- -- Directions Served L T TR L T T L T R L Maximum Queue (ft) 135 241 225 88 240 231 22 62 39 350 Average Queue (ft) 46 105 120 31 120 127 2 14 13 187 95th Queue (ft) 84 196 216 60 205 213 10 41 35 349 Link Distance (ft) 4145 4145 940 940 728 728 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build AM Run 2 2028 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ,WB rW6 Directions Served L L T T R T T T L T T T Maximum Queue (ft) 6 217 570 692 682 645 420 425 618 350 469., 410 355, Average Queue (ft) 151 327 651 648 266 340 375 563 347 433 204 202 95th Queue (ft) „ 207 702 672 662 740` 445 442 716 354-; 458 347 351 Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 0 40 51 6 1 4 50 80 1 Queuing Penalty (veh) 0 358 458 53 11 41 457 303 5 Storage Bay Dist (ft)570 570 3$0-- Storage Blk Time (%) 0 40 67 39 23 Queuing Penalty (veh) 2 - 90 156 ` 42 78 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ylB,. NB, ,. ,,,NB, BNB MNB, . , Y SB °�(., SB'. SB„, SB:= B8 828 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 251 538 594 .. 582 300 143 150 1096 350 602 . 16501" Average Queue (ft) 78 140 249 539 545 251 137 147 1067 198 571 9826 95th Queue (ft) „ 124 255 524 � 569 571 404 143 151 1087 481 590 16401 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 2 59 ` 61 67 -= 74 Queuing Penalty (veh) 6 160 164 0 0 Storage Bay.Dist (ft) 95 375 300 150 150 01 0 Storage Blk Time (%) 4 84 5 6 34 29 1 Queuing Penalty (veh) 102 7 '33 194 311 5., Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T T T TR Maximum Queue (ft) 397 " - 400 309 279 224 Average Queue (ft) 14 14 272 82 39 95th Queue (ft) 137 347 _ 262156 Link Distance (ft) 399 399 277 277 277 Upstream Blk Time;(%°)" 0 0 46 =_ 1 Queuing Penalty (veh) 0 0 170 2 Storage Bay Dist (ff) , Storage Blk Time (%) 47 Queuing Penalty (.veh) 0 Ij L FI I iI One Logistics Park - Winchester SimTraffic Report I Pennoni I Run 3 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 iIntersection: 9: Frontage Rd & Millwood Avenue Movement EB EB WB NB SB Directions Served T TR L R R Maximum Queue (ft) 622 615 112 139 72 ' Average Queue (ft) 95th Queue (ft) 338 530 365 546 51 105 47 103 12 40 Link Distance (ft) 940 940 822 109 Upstream Blk Time (%) Queuing Penalty (veh) I Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off-Rarnp & Millwood Avenue Movement EB EB WB WB WB WB WB NB ._,_ B84 .. -...... SB SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 248 286 281 291 203 243 240 650 26857 381 346 Average Queue (ft) 104 140 89 104 64 57 71 581 14511 255 224 95th Queue (ft) 257 294 187 209 140 156 167 847 26464 353 344 Link Distance (ft) 249 249 398 398 398 530 39062 951 Upstream Blk Time (%) Queuing Penalty (veh) 0 1 1 5 68 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) 1 Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 274 295 283 114 272 274 22 67 60 262 306 74 Average Queue (ft) 52 110 139 39 146 148 2 11 12 148 178 29 95th Queue (ft) 125 204 235 79 247 252 11 37 34 235 267 62 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 0 ' Queuing Penalty (veh) 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni 11 Run 3 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T Maximum Queue (ft) 196 570 692 682 644 , . 440 422 618 350 " 467 416, 399 Average Queue (ft) 134 349 648 652 82 328 362 551 334 384 157 195 95th Queue (ft) 194 740 685 680 415 487-. 505380 536- 281 - 317. Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstream Blk Time` 42 50 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 570 ' 570 375 449 14 11 46 548 168 350 1 4 Storage Blk Time (%) 0 42 36 25 22 Queuing Penalty (veh) 2 g4 = 84 '. 28 F . 77 ` w... .., ..: Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike y� W, ,BNB Directions Served R L L T T R L T T R T T Maximum Queue;(ft) 95 329 556 559 5571 300 144 150 '1096 350' 601 12671 Average Queue (ft) 77 150 314 526 528 95th Queue (ft) % % 121 = 262 29 579 , 580 251 137 140 1068 223 570 7008 394 144„ 185 :` 1087 496 586 12174 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Tim ` 5 57" 53 <; 66 : 72 . Queuing Penalty (veh) 15 153 142 ,.... 0 0 Storage Bay Dist (ft) ,95 375 . =-- ,-300 160 150 350. Storage Blk Time (%) 4 86 1 11 37 38 1 Queuing:Penalty (veh) 9 5 . 104 - ` 2 = Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike =S6 ovefien yr%gi B��WB NB IN Directions Served T T TR LTR R Maximum Queue„(ft) 295 273„ 292 302 139 e _ _ Average Queue (ft) 116 53 32 160 31 ,." r z . 95th Queue (ft) 2?N 197 , 156,, 327 88 `, Link Distance (ft) 277 277 277 287 399 Upstream Blk 7�me (%) 3 1 18 Queuing Penalty (veh) 11 0 2 0 StoageBay Dsf Storage Blk Time (%) 3 Queuing One Logistics Park - Winchester SimTraffic Report I Pennoni I Run 4 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 9: Frontage Rd & Millwood Avenue ovemenf EB EB WB WB NB SB Directions Served T TR L T R R Maximum Queue (ft) 502 609 129 160 114 62 Average Queue (ft) 95th Queue (ft) 256 424 325 482 46 112 11 76 49 115 10 34 Link Distance (ft) 940 940 249 822 109 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue _._... ..... _ _- __- SB 89, Directions Served T T L L T T T T R T R R Maximum Queue (ft) 241 281 254 204 196 203 176 310 651 22197 371 327 Average Queue (ft) 78 122 74 101 87 81 81 11 579 10737 257 228 95th Queue (ft) 205 259 128 163 178 172 165 106 844 22331 360 339 Link Distance (ft) 249 249 398 398 398 572 530 39062 951 Upstream Blk Time (%) Queuing Penally (veh) 0 0 1 7 54 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Jubal Early Drive fylovement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 118 219 238 112 341 426 22 41 75 227 262 72 Average Queue (ft) 43 106 131 38 112 130 2 7 14 124 151 29 95th Queue (ft) 91 189 211 72 229 251 13 24 43 192 217 65 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) ' Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build AM Run 4 2028 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream 131k Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L L 239 570 156 317 212 680 0 0 570 570 0 2 T T R T 681 668 638 431 653 651 120 336 674 667 500 468 572 572 572 398 39 48 2 2 349 435 15 16 38 86 T T L T T T 425 618 125 =, 236'' 315 417 364 538 75 152 148 203 476 791 130 221 236 350 398 398 399 399 399 5 45 , 1 42 405 3 350 ; 20 6-1 69 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L L T T R L T T R T T Maximum Que6e;(ft) 95 374 554 558 '560 300 , 144 150 1096 - 350 602 ,13032 Average Queue (ft) 80 149 316 519 506 219 136 131 �,_ 1068 „ , 249 576 7793 95th Queue. ft)- 130 278 641 �598 �615 398 146 203 .. 1088 ��500` 596 13268 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time(%) 4 67 73 Queuing Penalty (veh) 10 135 122 0 0 Storage Bay Dist(ft) 95 375 300 150 , , 150 350, Storage Blk Time (%) 5 0 1 78 1 16 40 31 1 Queuing Penalty (veh) 11 0 2 %95 2 88 '' 225 331 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served TR LTR R Maximum'Queue (ft) , ` 38 186 30 Average Queue (ft) 2 39 18 95th Queue (ft) 14 100 42 ..', _.. Link Distance (ft) 277 287 399 Upstream Blk:Time"5(%)„ Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)" One Logistics Park - Winchester SimTraffic Report Pennoni L II 1 11 j E Run 5 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 9: Frontage Rd & Millwood Avenue Movement EB EB WB WB NB SB Directions Served T TR L TR R R Maximum Queue (ft) 472 546 100 79 176 24 Average Queue (ft) 95th Queue (ft) 287 432 335 486 39 86 3 27 57 133 4 17 Link Distance (ft) 940 940 249 822 109 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 10: 1-81 SB On-RamD/1-81 SB Off-RamD & Millwood Avenue Movement EB EB WB WB WB WB WB NB B84 SB SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 281 282 195 212 184 215 202 651 23153 375 342 Average Queue (ft) 78 124 85 105 83 76 86 538 13093 257 238 ' 95th Queue (ft) 192 231 151 187 172 181 193 900 23213 347 324 Link Distance (ft) 249 249 398 398 398 530 39062 951 Upstream Blk Time (%) 0 1 56 Queuing Penalty (veh) 2 7 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Early Drive _ __ Mo.ve_m.en-t- -- - , .EB_--_-EB- ---__-- -J--ub—a—1 -D-ri-v-e - _ _ ------ ---NB -SB_ --. -S-B -S Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 96 206 218 70 264 272 22 20 36 309 307 78 Average Queue (ft) 49 104 130 38 117 123 1 6 9 165 186 23 95th Queue (ft) 80 169 204 67 215 226 8 19 24 240 252 59 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) u One Logistics Park - Winchester SimTraffic Report Pennoni Run 5 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 30.- Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike jNouement t E�1111'B.B� Directions Served L L T T R T T T L T T T Maximum Queue-(ft) 314 " -570 668�,, 2 = 644 424 " 415 618 349 _ , 418 387 370 Average Queue (ft) 192 405 651 652 169 361 380 589 224 200 163 209 95th Queue (ft) 277 731: , ,' 667 „ 674 614 ' 455 % 433 _-'' 616 ,; 371 343 289, 321 Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstreamblk Time (%)., 0 1: 0 Queuing Penalty (veh) 0 353 434 40 22 32 u _a 463 2 0 Storage Bay Dist (ft) 570 = 570 < =, �� 350 Storage Blk Time (%) 0 „ 39 , 1 1 20 Queuing,Penaltyl(veh). , 3 = 88 2 1 69 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike iVlovetnenf!, /�WB BNB NB N NB B SBS6 S B 8 %j 628, ti Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95„ 304 621 569 569 300 146: 150 1096 350` 613 14914 Average Queue (ft) 85 121 263 542 541 238 138 146 1064 274 577 8900 95th Queue(ft), = 122 ,. 256 <624 564 564 407 148 151-"" '1078 502; 602 14868 Link Distance (ft) 520 520 520 988 494 26666 1pstream Blk Time (%) 0.. 64 58 65 = 72 Queuing Penalty (veh) 1 171 155 0 0 Storage Bay:Disf'(ft) 95 375 300 150. 150 = 350 Storage Blk Time (%) „ 4 ,._ 87 1 16 34 29 1 QueumgPenalty (veh).= 10 '= 106 " v 2„ 87" '305 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T LTR R Maximum Queue (ft) 22 139 30 / Average Queue (ft) 0 62 21 95th Queue (ft43i /. Link Distance (ft) 277 287 399 Upstream BIkTime (%) Queuing Penalty (veh) e � e Storage* Dist Storage Blk Time (%) Queuing Penalty (veh) ,. One Logistics Park - Winchester SimTraffic Report Pennoni Run 6 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 9: Frontaae Rd & Millwood Avenue ovemenl EB EB Directions Served T TR Maximum Queue (ft) 540 562 Average Queue (ft) 294 319 95th Queue (ft) 453 475 Link Distance (ft) 940 940 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) WB N 6'- ,. SB_.___.. L R R 106 113 48 38 53 11 93 104 36 822 109 235 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB WB -WB '-'NB B84 SB SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 263 289 189 191 183 249 263 650 21958 425 416 Average Queue (ft) 93 134 90 92 65 67 90 535 9257 271 259 95th Queue (ft) 232 288 161 174 147 165 198 895 19944 377 368 Link Distance (ft) 249 249 398 398 398 530 39062 951 Upstream Blk Time (%) Queuing Penalty (veh) 0 2 2 9 59 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Jubal Early Drive Mo- - - - vement - ... _ EB --- EB ---------- EB - -- WB __ WB ---B - - W — NB NB NB SB SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 76 228 210 70 259 246 22 38 38 350 373 74 ' Average Queue (ft) 42 103 113 32 112 130 1 5 10 150 166 36 95th Queue (ft) 65 177 180 66 215 223 8 23 26 240 242 72 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build AM Run 6 ' 2028 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T Maximum ,;Queue (ft) 232579 . , 681 692 �644 440 429 : 6181 . 350 =; 466 �_ 399 399 Average Queue (ft) 160 270 640 641 224 320 355 ­1_ 513 337 406 234 247 95th Queue (ft) ' 238 61,5 694 700 =685 f­ 531, 528 809 „ ,; .381 -' 541 399' =382 Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstream Blk Time (%) „ ;0 �0 „37 41 � , 4 2� 5 42 67 ` 0 0 Queuing Penalty (veh) 337 419 40 19 49 381 255 1 1 Storage Bay Dist (ft) 570 57,0 350 = Storage Blk Time (%) , 0 37 48 22 27 Queuing Penalty.(veh) 3 84 111 24 93 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L L T T R L T T R T T Max imum 'Queue (ft) 95 312 520 582 577 300 = 143 150 ` 1083: 350, 602 14403 Average Queue (ft) 75 152 263 543 539 282 136 141 1066 235 573 7707 95ttiQueue (ft) ,...120 266 552 569 563 381 ." 144 177 1082 : 501 ; 593`' 13161 Link Distance (ft) 520 520 520 988 494 26666 Upstream BIk Time;(%) 0 5a8 �0 54 66 73 Queuing Penalty (veh) 156 144 0 0� Storage Bay.Disf (fit) 95 375 �� % 300 ; " ,150 150 ' 350 Storage Blk Time (%) 2 86 1 7 43 29 1 Queuing Penalty (veh) ;. '5 105 ' MV, 37 241 301 5" Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T TR LTR R Maximum Queue (ft) 299 326 277 157 157 „ Average Queue (ft) 208 111 61 67 31 95th Queue (ft) 1231Nlk 379 % 310. Link Distance (ft) 277 277 277 287 399 Upstream BIk Time (%) 26 "li y Queuing Penalty (veh) 90 9 1 Storage t3a Dish ft Y (J _ Storage Blk Time (%) 26 �_. s Queuing Penalty One Logistics Park - Winchester SimTraffic Report Pennoni 11 1 n 1 i L Run 7 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 ' Intersection: 9: Frontage Rd & Millwood Avenue Movement EB EB WB NB SB I Directions Served T TR L R R Maximum Queue (ft) 473 490 105 161 42 ' Average Queue (ft) 95th Queue (ft) 340 492 355 494 39 88 62 121 8 28 Link Distance (ft) 940 940 822 109 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Rama/1-81 SB Off-RamD & Millwood Avenue Movement EB EB WB WB WB WB WB NB Bi34 SB SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 262 288 165 165 222 207 228 651 25986 393 377 Average Queue (ft) 74 104 80 92 79 70 78 534 12643 268 235 95th Queue (ft) 206 252 144 153 158 158 182 895 25969 362 336 Link Distance (ft) 249 249 398 398 398 530 39062 951 ' Upstream Blk Time (%) Queuing Penalty (veh) 0 1 1 3 58 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Jubal Early Drive ovement EB EB EB WB WB WB NB NB SB SB SB Directions Served L T TR L T T T R L L TR Maximum Queue (ft) 74 181 221 88 214 221 55 61 350 444 72 Average Queue (ft) 37 94 111 37 109 125 10 13 199 208 30 95th Queue (ft) 71 158 179 66 197 208 36 37 321 354 60 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 350 Storage Blk Time (%) 0 2 Queuing Penalty (veh) 1 5 One Logistics Park - Winchester SimTraffic Report Pennoni Run 7 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike t , F :.E B %EB EBB �iS Y�e�'t'Z" B78 B78; B78 B B WB 'xWB, ,;aveme Y� ku oW� Directions Served L L T T R T T T L T T T Maximum Queue,(ft) 319 570,,`: 681 692 644, 427 428 ,,618 ' 212 243 228 420 Average Queue (ft) 197 382 648 654 83 329 364 590 102 143 136 190 95th Queue (ft) 283 716; t. 663 679 419 471 44' 613 181" 218= 223 r, 338 Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 0 , = 37 48 3` 2 Queuing Penalty (veh) 0 337 434 23 14 33 485 4 Storage ,Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 38 16 s„� r Queuing Penalty (veh) ; , -3 85 54 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement � � ���NS���� Directions Served R L L T T R L T T R T T Maximum'Queue (ft) 95 348 540 - „ 566 , '556 300 143 150* 1107 . 350 ,,. 613 11497 Average Queue (ft) 81 132 261 537 538 239 137 141 1064 222 577 6356 Oh Queue(ft) 116 2Z1 595 560 - 572 412 144„.` 186 1084% 496 604 11619 Link Distance (ft) 520 520 520 988 494 26666 Upstream BIk Time (%). 2 '64 54 64 ON 11 Queuing Penalty (veh) 5 171 144 ,,;,......: 0 0 Storage Bay Qist (ft) 95 ; , 375 300 150 ' 150„ 350 Storage Blk Time (%) 5 89 1 15 32 30 1 Queuing Penalty (veh) <. _. 1T .. 108 2 83 ,,' 179 308 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served TR LTR R Maximum Queue: ft 40 153 Average Queue (ft) 1 52 20 95th Queue (ft) 14 119 46 = Link Distance (ft) 277 287 399. o� Upstream Blk Time o " Queuing Penalty (veh) Storage Bay Dist;(ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Run 8 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 9: Frontage Rd & Millwood Avenue Movement EB EB WB WB NB SB Directions Served T TR L T R R Maximum Queue (ft) 539 629 133 29 112 60 Average Queue (ft) 316 357 95th Queue (ft) 479 541 44 98 1 10 48 107 9 33 Link Distance (ft) 940 940 249 822 109 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 235 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Rama/1-81 SB Off -Rama & Millwood Avenue Movement EB -EB..- -.- -- WB - WB- -.. _., - WB . _ . WB WB - ---- B78 --- NB -- -- B84 _ - - SB _ SB Directions Served T T L L T T T T R T R R Maximum Queue (ft) 276 282 171 252 161 189 236 256 650 21485 443 359 Average Queue (ft) 104 133 90 104 70 72 74 9 423 9497 269 246 95th Queue (111) 265 293 168 187 144 161 169 87 903 20109 369 339 Link Distance (ft) 249 249 398 398 398 572 530 39062 951 Upstream Blk Time (%) 0 2 49 ' Queuing Penalty (veh) 2 8 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Jubal Early Drive ovement EB EB EB --WB --------- WB _----.... WB NB NB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 97 198 224 49 276 271 22 41 39 245 247 53 ' Average Queue (ft) 46 99 111 29 125 138 1 6 11 161 183 24 95th Queue (ft) 80 167 193 56 217 219 10 22 29 220 240 51 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) Queuing Penalty (veh) 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build AM Run 8 2028 Build AM 12/07/2020 Intersection: 30: Front RoVal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T R T T T L T T T M-aimuQu, u 9 570-,-681: '6�4 661' '433' 4- 618 2, -4 I 0 414 Average Queue (ft) 139 278 645 647 219 305 327 500 ,,350� 342 398 185 208 Q " '(ft) ueu, E� -��2 3 , 1 672 667,' --,,§58 ,67 7 516- 2 536 '�53 389 Link Distance (ft) 572 572 572 398 398 398 399 399 399 U t BI imle, ream 0 -36- 5 2 ,p 1k ,p Queuing Penalty (veh) 0 323 395 24 28 45 385 215 5 8 S164r'a 6" B a D --570 570 350Storage Blk Time 0 36 43 20 22 111 7b ty"',"'(V"ehY-- ue twe � I -"' - 2 '8 1 50— Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike VW�3w'."ia owmwN Directions Served R L L T T R L T T R T T Maximum Queue (ft) ;. 95 1'-�13 271 -:5 47 � 14 , 3 2 Average Queue (ft) 75 139 146 328 297 115 137 142 1 065 247 570 6207 '7' t Queue MY Link Distance (ft) 246 �4 1 520 1 5 ;�&� 520 502 520 2 '187 988 58 J1576 494 26666 e T 4 f J.1 A" 69 Queuing Penalty (veh) 15 11 0 0 Storage Blk Time 4 375 19 0 0 0 50 --f-", 150 10 45 33 1 Queuing nalt y:J(W0 -1 3 1 ggp- Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 115 Directions Served T T TR LTR R Maximum Queue (ft) 303 277 230 2 5 --,--92 2,5' Average Queue (ft) 181 84 57 166 29 9 t h' 4 195 3 Link Distance (ft) 277 277 277 287 399 _4 Queuing Penalty (veh) 120 1 0 St A` Storage Blk Time (%) 34 Queuing Pe at {veh) I I I I 11 I 7 I I I I I I I I 11 One Logistics Park - Winchester SimTraffic Report Pennoni I I Run 9 Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/07/2020 Intersection: 9: Frontage Rd & Millwood Avenue ovement EB EB WB WB NB SB ' Directions Served T TR L T R R Maximum Queue (ft) 477 522 146 166 161 42 Average Queue (ft) 339 374 52 6 45 6 ' 95th Queue (ft) 512 531 120 57 111 25 Link Distance (ft) 940 940 249 822 109 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 235 Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 10: 1-81 SB On-Rama/1-81 SB Off -Rama & Millwood Avenue Directions Served T T L L T T T R T R R Maximum Queue (ft) 286 288 166 164 212 238 203 650 26740 369 356 Average Queue (ft) 89 149 75 96 80 72 74 598 13742 252 207 95th Queue (ft) 243 297 125 142 153 169 167 789 25711 369 332 Link Distance (ft) 249 249 398 398 398 530 39062 951 Upstream Blk Time (%) Queuing Penalty (veh) 0 1 1 5 62 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB WB NB NB NB SB SB. SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) Average Queue (ft) 138 47 172 91 203 106 90 33 257 115 253 127 22 0 97 7 36 9 349 177 378 191 94 34 95th Queue (ft) 101 161 179 63 196 212 0 38 21 296 306 75 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build AM Run 9 2028 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Mvemenf;. ; ; EBB EB , EB B78'67878 WB WB g 7x , , : , Directions Served L L T T R T T T L T T T Maximum ;Queue ;(ft) 300 570 ` 677 668 s 632 :426 :.': 618` . 210 `254 241 340 Average Queue (ft) 149 319 650 649 214 315 368 533 123 143 135 180 95th Queue (ft) , 252 708 667 : 663 "655 480 453 756 `" 209 224, , - 225 ," 332 Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstream,Blk Time 4 ,' 48 Queuing Penalty (veh) 0 349 466 �..a 6 18 33 431 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 39 15 Queuing.Penalty(veh)� 4 2 s:88� 50 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike oveme�# � � � NBA SIB NB�t ��NB, �NB*�SS% �;��.t8g � Directions Served R L L T T R L T T R T T Maximum Queue (ft) ' 95 31.4 520 565 = 671 300 144 150 1106- 350 ° 601 16586 Average Queue (ft) 73 146 232 515 521 273 139 141 1065 198 574 9850 95th Queue(ft)` 121 2Q5 495 584 597 386 e „" 145 187 1084 480 592. 16650 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk--Time (%) 0 47 45 68 74- Queuing Penalty (veh) 0 127 122 0 0 Storage Bay Dist (ft) 95 ' : 375 300 150 150 350 Storage Blk Time (%) 7 0 84 2 25 39 44 1 Queulr g Penalty (veh) 142 219 469 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T LTR R Maximum Queue(ft) Average Queue (ft) 30 0 114 55 r 48 18 95th Queue,(ft), 0 85 45 =1-2 Link Distance (ft) 399 287 399 tpstream Blk Time(°l6) Queuing Penalty (veh) ,� . . , .. Storage Bay Dist (f#) Storage Blk Time66 (%) Queuing.Penalty{veh) One Logistics Park - Winchester SimTraffic Report Pennoni II iJ FI L� J I Queuing and Blocking Report 2028 Build AM Intersection: 9: Frontage Rd & Millwood Avenue Run 10 2028 Build AM 12/07/2020 Movement EB EB WB WB NB' SB Directions Served T TR L T R R Maximum Queue (ft) 492 528 149 252 157 45 Average Queue (ft) 287 335 45 9 60 6 95th Queue (ft) 455 507 112 86 120 25 Link Distance (ft) 940 940 249 822 109 Upstream Blk Time (%) 0 Queuing Penally (veh) 1 Storage Bay Dist (ft) 235 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB WB WB NB B84 SB SB Directions Served T T L L T T T R T R R Maximum Queue (ft) 230 269 139 166 189 242 298 651 26396 350 346 Average Queue (ft) 65 119 63 80 73 64 84 627 12999 235 212 95th Queue (ft) 164 254 114 143 162 168 202 655 25078 350 315 Link Distance (ft) 249 249 398 398 398 530 39062 951 Upstream Blk Time (%) 0 1 67 Queuing Penalty (veh) 0 5 0 Storage Bay Dist (ft) 475 475 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 12: ADDIe Blossom Dr & Jubal Early Drive ...-._ em____ent_..._-.-._.-_....._._EB.___.-_._-._EB.___.___-WWB_-_____WB.-B__..____WB-__..___._NB_...._...____...__.__._NB____-....._ ►Mov EB NB S_....B __ _._..-_-.-----___--, SB Sf3 Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 138 188 204 90 246 278 22 41 32 349 407 95 Average Queue (ft) 51 88 116 38 103 120 1 12 9 181 196 26 95th Queue (ft) 96 162 190 71 191 225 8 34 23 281 312 58 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) ' Storage Blk Time (%) Queuing Penalty (veh) 275 450 200 350 0 0 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build AM Run 10 2028 Build AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 05 r'.`,zagg b Directions Served L L T T R T T T L T T T Maximum Queue ftY'��,��' "�'2­42 570 6 81 , , 6 �428, _446 618 '592 350 455 469-, -314 Average Queue (ft) 15�' 351 647 654 87 361 385 346 423 192 196 , 95th:Queue,(ft ,227 11'716� _,,�6 S14 6W 4 ' ' 37o '4 65 440 621,,- 356 448, �373 '329, Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstream Blk Ti-m-e (/ 3 �6 54 68 Queuing Penalty (veh) 0 359 458 37 25 53 487 258 5 r Storage Bay (f�A 5�,'o 350 ------- - --- Storage Blk Time 0 40 62 24 16 Queuing - (veh) PenaltY� ��% 4 144 26 4 U Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 0- US ll4- NONE, JT'11 b7l, 71 Directions Served R L L T T R L T T R T T Maximum Queu6,,-(ft 9 2 5 5 146 150 1096 4 M4: 350 All Average Queue (ft) 80 112 204 537 539 212 138 131 1063 210 574 6697 95th Queue 5- 14 1079 Link Distance (ft) 520 520 520 988 494 26666 am -13 Opstre' Ik Time ,(%),' Queuing Penalty (veh) _2 0 161 167 3 0 70 0 a St ge By Dist �j 0 150 1,50 50 Storage Blk Time 6 89 1 28 28 34 1 e.0 Que Penalf e v hy 9' "217 5 158.;359 � 4 5 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T T TR LTR R Maximu� e (ft) ueu297 296259 223 115 Average Queue (ft) 1 179 55 31 60 27 §5thue Q ue (ft) 2" JV 1�8 4 --z Link Distance (ft) 399 277 277 277 _ 287 399 Upstream Blk e (616) Queuing Penalty (veh) 51 1 0 a e- StQ g Bay-Dis(m) ­_5 Storage Blk Time 0 15 ingPena yv h) ( I I I I I I I I I I I I I I I I One Logistics Park - Winchester SimTraffic Report Pennoni I I it � I I Fj 2028 Total (Build) PM Sample Size Determination based on Average Delay for WB Approach (Route 50/17) at Study Intersection #3 /DDTofTrnia Dep,rtrncrnt of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (Xs) = (1/N) (XI + XZ + X3 ... + XN) Outputs Sample Standard Deviation (S,) = V((1(X-Xj')/(N-1)] Sampling Error = Z (S,/dN) Confidence Level = X,± Z (S,/dN) %of Sample Mean (E) = %Tolerance * X, Sample Size Needed = ((Z)' * (S,)'] / (E)2 Model Iterations Measure of Effectiveness (MOE): Confidence Interval: Tolerance Error: Number of Model Runs: Delay Run Number —Speed' 1 52.5 2 43.9 3 i 48.3 4 4 i 46.2 5 ? 46.3 j 6 ; 47.2 7 ; 47.1 i 8 i 46.7 9 47.3 10 47.2 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Delay Sample Size Outputs -69nTir N = 10.0 95°/u Xs = 47.3 10% S, = 2.2 10 E = 4.7 Z = 1.96 Sampling Error = 1.34 95% Confidence Interval = 45.9 to 48.6 Percentage of Mean = 2.84% Good, . Sample Size Needed = 10 Z is the number of standard deviations owoyfrom the mean corresponding to the required confidence level in a normal distribution. SimTraffic Performance Report 2028 Build PM 2028 Build PM I 12/07/2020 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB, Performance by run numil �- Rn Au Denied Del/Veh (s) 67.2 43.1 57.7 42.6 70.6 58.1 72.6 56.3 63.6 74.7 60.7 ' Total Del'/Veh (s) ; 114e9 114.0 .�116 8 , 112.9 ' 117 8 108,7 �114.0 .117.7 '. 117.8 114.9 114,9 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nu dun Denied Del/Veh (s) 21.7 Total`Del/Ueh 20.6 18.1 23.0 29.4 43.6 35.3 34.2 10.3 9.4 24.3 9 48 ' ' ' (s) „ 52:5 47 2 43 .. 3 46.2 46.3 47.2 47:1 46:7 47.3 47 2= 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num 1 u, IJumber 10 / 3 4 5EF6 7 8 g.Av Denied Del/Veh (s) 8.5 2.9 8.0 6.3 2.0 5.4 6.9 2.9 1.2 13.1 5.6 Total Del/Veh (s) , 175.7 172 2 182.6 175 3; 968.4 176.9 178.5 175.1 176.4' = 188 4 176 9 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number Kl-k{�... rr3 4,, 5 ,1 = 6 9Av�... Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DellVeh(s) 278 7 2152 76 0 ` 57 3 e 526 130.6 255.2 191.9 104:5 , 53 9, 139 9 One Logistics Park - Winchester SimTraffic Report Pennoni 2028 Total (Build) PM Sample Size Determination based on Max Queue for 2nd WB Through Lane (Route 50/17) at Study Intersection #3 �/C7�TVirginia of"fr,ii) )ort,irti„eant �f Transi�ortation Sample Size Determination Tool, Version 2.0 Vly User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (X,) = (1/N) (XI + X2 + X3 ... + XN) Outputs Sample Standard Deviation (S,) = V[(X(X-X,)2)/(N-1)) Sampling Error = Z (SS/VN) Confidence Level = X,± Z (S,/JN) %of Sample Mean (E) _ %Tolerance * X, Sample Size Needed = [(Z)2 * (Sj'I / (E)2 Model Iterations Sample Size Outputs Queue Measure of Effectiveness (MOE): --S� N = 12.0 Confidence Interval: 95% X, = 411WHIll Tolerance Error: 10% S, = 2191.0 Number of Model Runs: 12 E = 1354.5 Queue Z = 1.96 Run Number —Speed' r 1� i 13401 Sampling Error = 1239.70 2 ! 12459 j 95% Confidence Interval = 12305.7 Ito 14785,1 3 14368 Percentage of Mean = 9.15%^.Good 4 } 13479 Sample Size Needed = 12 ( 5 14276 i1 6 16510 ; Z is the number of standard deviations oway frorn the meon 7 17316 j corresponding to the required confidence level in a normal 8 11990 distribution. { 9 9407 !i 10 14136 11 I 10912 12 14291 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 � I 1 L 11 I Queuing and Blocking Report 2028 Build PM Intersection: 12: Aoole Blossom Dr & Jubal Early Drive Run 1 2028 Build PM 12/07/2020 ovement EB EB EB WB WB WB '0 , NB NB SB SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 275 4262 4288 243 338 351 200 384 262 350 3682 3653 Average Queue (ft) 115 2413 2414 93 180 191 51 174 157 319 2426 2084 95th Queue (ft) 327 4310 4309 182 313 324 169 338 250 421 4431 4410 Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) 26 15 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 82 0 24 12 68 Queuing Penalty (veh) 1 36 0 6 36 209 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB ... _..._ EB __. _.__._._.___.__._ EB EB __ _..-__-_.- B78 B78 _--- __ .-__... 678 -.-___ WB _m_-_.._. WB __-.-.__._.._ WB WB -.._..._, WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 570 644 559 415 413 607 349 436 418 450 95 Average Queue (ft) 560 568 644 240 405 250 216 92 312 321 414 95 95th Queue (ft) 567 571 645 477 413 522 623 276 469 460 434 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 16 49 73 0 59 14 9 7 5 32 Queuing Penalty (veh) 0 0 589 0 477 110 76 55 42 261 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 570 570 23 58 72 115 290 454 350 95 0 10 51 50 0 10 515 219 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement NB NB NB NB NB SB SB SB SB B8 B28 Directions Served L L T T R L T T R T T Maximum Queue (ft) 351 532 572 564 300 146 150 1107 350 602 2974 Average Queue (ft) 176 326 547 544 162 136 137 1046 148 470 1074 95th Queue (ft) 304 593 564 562 389 149 193 1156 430 810 2579 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 3 68 60 75 65 Queuing Penalty (veh) 11 284 250 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 81 1 22 29 49 1 Queuing Penalty (veh) 0 76 2 78 103 259 2 One Logistics Park - Winchester SimTraffic Report Pennoni Run 1 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike -,-+�--isi-, �`v$i' �'' ��^.. `�'"" �.:? '�•",c^S` F F Z 3 �° 'S e )FTC 3 c^ ens ^`G""°R "S i "#I;} Directions Served T T TR LTR R Maximum Queue (ft) 28,4 282 307 159 74 Average Queue (ft) 38 89 280 42 20 95th Queue (ft) 156 275 322 102 51 Link Distance (ft) 277 277 277 287 399 Upstream Blk time 0 22 y Queuing Penalty (veh) 1 2 174 'Storage,Bay Dist(ft) o- Storage Blk Time (%) 0 Queuing Penalty Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike o,eJnent' EBB EBF; EB Vt?B WsW6��1NB B79 NB- N . - - - ,DEB- . B79' Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) „- 41 150 196 11 - 45 1148 1148 500 933 950' 200" '; 91 Average Queue (ft) 8 45 -: - 42 1 13 962 1108 e 500 ,e 871 a= 887 116 35 956Queue (ft) ,, 24 113, 131 6 " 34 1405 1127 501 = 1005 ':. 993 185 66 Link Distance (ft) 277 277 277 277 1029 1029� 914 914 444 444 Upstream BIk Time' 5 Queuing Penalty (veh) 140 1093 51 66 Storage Bay Dist 500 Storage Blk Time (%) 11 47 59 Queuing Penalty.(veh) -356 437 -1 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike One Logistics Park - Winchester SimTraffic Report Pennoni 11 Run m� Queuing and Blocking Report 2028 Build PIVI 2028BUild PIVI 1207/2020 N� Intersection: 90: Prince Frederick Dr/Custer AVe & Route 50 [B7-2 ''N Directions Served UL T T R UL T TR T T T T LT ~~ Maximum Queue U(\ 279 203 344 200 384 033 932 447 458 904 906 244 Average Queue (k) 145 123 180 28 48 800 896 405 410 767 774 172 0S(hQueue /N `' 240 289 327 130 231 922 819 497 492 1179 1186 263 ~� Link Distance (N 014 914 814 814 338 338 848 846 424 Upstream B|kTime (Y6) 83 72 67 74 20 23 Queuing Penalty (vah) 708 803 754 824 222 281 Storage Bay Dist UA 280 200 385 Storage B|kTime (%) U O S 8 0 53 Queuing Penalty (voh) O O 1 1 O 17 ~� Intersection: 90: P[iDC8 Frederick D[/CUSte[/\Ve & Route 50 Directions Served R LT R Maximum Queue UA 45 137 172 Average Queue (N 18 73 55 05\hQueue (0 37 120 117 Link Distance (N 424 267 N� Upstream 8|kTime MQ Queuing Ponahy(veh) Storage Bay Dist N> 225 Storage B|kTime (%) Queuing Pana|ty(vah) One Logistics Park Winchester SimTrafficRapod Run 1 Queuing and Blocking Report 2028 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike 2028 Build PM 12/07/2020 oyement p ,B -B 6 =.IB `Wg Y'/B , r WB;fi WB t, WBNs' {,NBVNB Directions Served L T T R L L T T R L L R Maximum Queue (ft) = 6�6 ' , 138 „152 '130 =171 ` 35,0 2521 � 2522` 300 :� 551 525` 532 Average Queue (ft) 13 66 66 30 71 254 1842 1862 146 457 469 376 95th Queue (ft) 38 127 126 74 140 484 3390 3412 382 -, 601, ` 617 718 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Blk Time (%) 4 49.. - 67 32 Queuing Penalty (veh) 32 60 140 193 93 Storage Bay Dist(ft) �330 300- 350 350 300 Storage Blk Time (%) 1 57 66 1 Queuing' Penalty (veh) 4 = ` 111 ',: 41= 6 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R Maximum Queue (ft) 49 65 Average Queue (ft) 14 24 95fh Queue (ft) e� 40 50 -, Link Distance (ft) 1207 1207 Upstream; Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) f = Storage Blk Time (%) Queuing Penalty (veh)= - �� iRW�% Intersection: 110- Millwood Pike & Sulphur Svinas Rd MOORE.,...: W f. N Ng Mg --, gSBSB TSB Directions Served L R T T R T T UL T T Maximum Queue (ft) „242 275 „=789 820 290 4956 4964 424'' 184 - 145 Average Queue (ft) 134 138 643 659 192 1650 1667 224 48 54 95fh "Queue (ft) Link Distance (ft) 219 231 961 973 %395 4628 4652 , 336 133 ;> 130 508 693 693 21230 21230 2486 2486 Upstream, kl .Time44 Queuing Penalty (veh) 0 "4g 0 Storage Bay, Dist (ft) 450 „ 290 430 Storage Blk Time (%) 49 2 0 Queuin Penalt veh One Logistics Park - Winchester SimTraffic Report Pennoni L L I 1 Queuing and Blocking Report 2028 Build PM Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB WB Directions Served L T TR L T T Maximum Queue (ft) 274 3897 3888 222 370 369 Average Queue (ft) 126 1979 1985 105 227 232 95th Queue (ft) 339 3759 3768 183 328 340 Link Distance (ft) 19667 19667 940 940 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 275 450 Storage Blk Time (%) 0 77 Queuing Penalty (veh) 1 33 Run 2 2028 Build PM 12/07/2020 C L T R L L TR 200 410 359 350 3668 3634 29 121 197 334 2575 2352 100 300 357 386 4746 4760 728 728 3618 3618 36 17 0 0 200 350 0 10 5 69 0 3 14 214 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike --t Move men __..._--._.._ EB E.B.-..-._____.. EB ------- EB ____.__...k___..__.._.-.._78.._-.....WB..-__.___ B78 B78 B ._._.__.-.._ WB .............---._.__..._......_... WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 570 644 463 422 414 618 251 415 412 434 95 Average Queue (ft) 558 566 644 268 408 306 302 62 261 319 414 95 95th Queue (ft) 569 577 645 474 418 551 707 156 395 468 432 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 18 34 75 59 17 22 1 0 32 Queuing Penalty (veh) 0 0 605 477 137 179 5 4 255 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 26 46 74 2 48 49 Queuing Penalty (veh) 130 229 468 2 491 214 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike .._ _vement _....___.-____-_..___.__.____.____NB....-_—._NB- Mo -_.-.-__.--NB-----__.__-.._._NB-------- NB.__. SB____,__ .-S.._B— Directions Served L L T T R L T Maximum Queue (ft) 374 607 582 568 300 146 150 Average Queue (ft) 186 368 546 540 185 134 118 95th Queue (ft) 348 652 572 562 403 146 198 Link Distance (ft) 520 520 520 Upstream Blk Time (%) 7 62 56 Queuing Penalty (veh) 29 254 232 Storage Bay Dist (ft) 375 300 150 150 Storage Blk Time (%) 0 1 83 1 10 24 Queuing Penalty (veh) 0 2 78 2 34 84 T R 1041 350 365 75 775 310 988 0 0 350 20 0 104 1 One Logistics Park - Winchester SimTraffic Report Pennoni 1 Queuing and Blocking Report 2028 Build PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 2 2028 Build PM 12/07/2020 Directions Served T T TR LTR R Maximum Queue (ft) 23 276 306„ 96 51- �r Average Queue (ft) 0 85 285 35 21 95th Queue (ft)' - 3-279 306 „- 64 50 Link Distance (ft) 277 277 277 287 399 Upstream BIk;lime'(%) 0 20 Queuing Penalty (veh) 2 158 Storage Bay Dist (ft) Storage Blk Time (%) r. . Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike eB ,xlo�mns�EB"'79.8VB��t9 IV N Directions Served L T T R L T T TR T T L TR Maximum Queue ft 39 160, 149 ^ 9 ' 999 1116: 1149 500: 942 955 155 111; Average Queue (ft) 9 32 32 1 77 1058 1115 500 820 861 79 33 95th Queue(ft) 25 96 102 5 499 1166' 1139 500 1087-- 1037 140 79 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Opstream BIk Time,(%)- Queuing Penalty (veh) 137 1057 37 44 Storage Bay Dist;(ff) „- 1,000 - Storage Blk Time (%) 0 11 48 55 Queuing�Penalty (veh) ,. . o.... -� .. ,:... .0 3, 365 , �408 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR um:,Queue;(ft) = 11Q -- Average Queue (ft) 48 95th Queue (ft) - , 93 Link Distance (ft) 446 Upstream Blk Time-� % �, Queuing Penalty (veh) Storage Bay Dist ft (,) Storage Blk Time (%) Queuing'Penalty (Veh) /. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 One Logistics Park - Winchester SimTraffic Report I Pennoni I I Run 2 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ov' e--- EB EB EB EB WB WB WB 1313 B13 B72 B72 No ' Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 279 405 378 53 365 921 933 447 459 901 948 301 Average Queue (ft) 95th Queue (ft) 178 333 189 394 176 341 11 40 124 397 857 864 1016 1034 351 595 359 610 679 1236 696 1261 164 301 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 53 60 56 64 10 16 Queuing Penalty (veh) 602 681 629 725 115 184 ' Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 7 2 6 0 50 Queuing Penalty (veh) 33 2 2 1 16 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 �Aovement NB SB SB Directions Served R LT R Maximum Queue (ft) 66 246 225 Average Queue (ft) 22 153 72 95th Queue (ft) 50 234 159 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) 3 0 Queuing Penalty (veh) 3 0 I I One Logistics Park - Winchester SimTraffic Report Pennoni Run 2 Queuing and Blocking Report 2028 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike 2028 Build PM 12/07/2020 0 Directions Served L T T R L L T T R L L R a x i MU" mi ue 245 9,8 149,� `350 2541 3 -4�!,_5 3 Average Queue (ft) 25 67 62 28 72 275 1612 1638 133 454 466 351 95th Queue (ft',� it" 35 150 I_ 73 'l 34,,,- 489 3218, V 71 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream 47 i� 0 Queuing Penalty (veh) 33 65 , 134 169 _ 55 Storage Bay. Disf(i) 300 350 350 300 Storage Blk Time 1 51 60 1 Queuing Penalty (veh) 5 98 31 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R M �W' '6�6( a b6� ,4 Average Queue (ft) 14 29 95fif"de, Link Distance (ft) 1207 1207 AN - Queuing Penalty (veh) 25 Storage Blk Time Queuing Penalty A Intersection: 110: Millwood Pike & Sulphur SiDrincis Rd Directions Served L R T T R T T UL T T 2 10"d6i Q IM5 7 807 8 3937 3978� 41 3 p, ,,29 Average Queue (ft) 170 133 617 648 256 1048 1056 262 58 54 65th', 3281 8b2 392 :,3261 ��N,3 x Link Distance (ft) 508 693 693 21230 21230 2486 2486 0 ' N 34 37 2, Queuing Penalty (veh) 0 0 Storage Bay 0111'4­5, 290, ­1 ,"1,,,,,,,,,, Storage Blk Time 45 2 0 14 One Logistics Park - Winchester SimTraffic Report Pennoni I I Run 3 Queuing and Blocking Report 2028 Build PM ' 2028 Build PM 12/07/2020 Intersection. 12: ADDle Blossom Dr & Jubal Earlv Drive ovement EB EB EB WB WB WB NB NB NB SB .-SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 275 3520 3564 154 363 377 86 126 427 350 3634 3634 Average Queue (ft) 95th Queue (ft) 151 356 1892 3560 1893 3544 79 141 228 338 240 359 23 62 50 104 238 432 314 414 2203 4416 1760 4074 Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) 22 11 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 71 15 66 Queuing Penalty (veh) 1 31 47 202 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike Movement EB EB EB - - EB _ ------- B78 -- B78 ------- B78 WB _ ------- WB — WB — ...___. WB Wl3 Directions Served L L T T T T T L T T T R Maximum Queue (ft) 569 570 644 568 417 417 618 350 406 447 435 95 Average Queue (ft) 557 564 644 267 407 278 293 113 257 303 416 95 95th Queue (ft) 573 580 645 488 416 528 702 286 439 500 434 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) Queuing Penalty (veh) 13 0 22 0 72 582 0 0 62 499 13 102 15 120 2 15 1 7 35 279 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 14 36 71 0 5 49 48 Queuing Penalty (veh) 71 178 453 0 5 493 211 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB NB --------- SB SB SB SB Directions Served L L T T R L T T R Maximum Queue (ft) 374 520 578 588 300 146 150 777 347 Average Queue (ft) 209 300 547 543 221 131 111 204 25 95th Queue (ft) 341 537 570 565 408 155 202 512 171 Link Distance (ft) 520 520 520 988 Upstream Blk Time (%) 0 68 57 Queuing Penalty (veh) 1 284 238 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 1 82 1 12 21 11 0 Queuing Penalty (veh) 0 2 77 2 41 74 60 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 3 2028 Build PM 12/07/2020 7-- t'u •s �' �" I NOW Directions Served T T TR LTR R Maxum.Queue,(ft) = 377 276 315 117 = 96 - Average Queue (ft) 27 123 290 46 28 95th Queue (ft)` -,- = 157 329 318 83 70 Link Distance (ft) 277 277 277 287 399 Upstream Blk Time,(%) 0 0 25 Queuing Penalty (veh) 3 2 198 Storage Bay Dist (ff) - Storage Blk Time (%) 0 Queuing Penalty (veh) _ 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike lo�e'Tirieiit % �j! DEB % EB8� W� WB WBg B79 NB N`B , .gB79 Directions Served L T T R L T T TR T T L TR r, Maximum, Queue (ft) 41, 106 -,1.44 a 11 - 999 1146 1 48 500 930 ; 955 170 �, 111� �886 �1115 Average Queue (ft) 8 34 38 1 47 500 866 878 82 31 � �96 .108 � 7 350 1450� 1141 500 992 975 . 141 7Q Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 90 Queuing Penalty (veh) 88 1094 37 75 Storage Bay ay,'ist.(ft)=_ ;=� �- 1000 Storage Blk Time (%) 0 6 51 59 Queuing Penalty 0 2 381 % 438 ; Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) ,, ;, 157 - r Average Queue (ft) 51 95th 105 Link Distance (ft) 446 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) "211�i Queuing Penalty (veh) =' One Logistics Park - Winchester SimTraffic Report Pennoni r L� I Queuing and Blocking Report 2028 Build PM Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr ovement NB Directions Served L Maximum Queue (ft) 51 Average Queue (ft) 13 95th Queue (ft) 36 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 3 2028 Build PM 12/07/2020 ovement -_ - EB EB EB EB WB WB WB B13 B13 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 279 318 328 200 364 933 932 458 448 902 916 326 Average Queue (ft) 137 142 162 13 68 876 877 386 389 710 720 193 95th Queue (ft) 235 257 299 77 296 967 971 564 568 1238 1250 294 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 62 71 64 74 16 23 Queuing Penalty (veh) 703 806 721 837 183 257 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 1 5 0 0 59 Queuing Penalty (veh) 0 1 1 0 0 19 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB .SB_..___.-_---.----.__-_---.__._____.________.-._.___.-.------_--_____.-.____ SB Directions Served R LT R Maximum Queue (ft) 43 136 153 Average Queue (ft) 16 62 81 95th Queue (ft) 35 122 137 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 3 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike ' ovementaa,b, od , ���r�,8EB ., ,�, 8�,.`5... Directions Served L T T R L L T T R L L R Maximum Queue-(ft) 88 133 158 118 112 350 =2513 2549 300 532 530 553 Average Queue (ft) 30 56 64 34 59 227 1663 1679 110 401 418 375 95th Queue-(ft) 73 -.� 114 122 76 103 = 479 3267 - o 3290' 343 67Q - 671 727 Link Distance (ft) 846 846 2486 2486 486 486 486 Upsfream BIk,Time'(%) -„✓� 3: 9 ; 43 59 39 Queuing Penalty (veh) 26 82 125 168 110 Storage Bay Dist (ft) 330 300 350 35Q , ° 300 Storage Blk Time (%) 1 53 63 1 Queuing Penalty (veh) ��� 6 102 ✓ 40 4 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike �Mgbveme t � �"�� : %%�� SB � SB :�; x�. �' � �� � �'�,�.. JYt, �,.: ,aF ascxa, s, ����.8�h,.,,.. ,!!�-.. ��a ..;;.a� <et+� � %•. �. / � � � -�✓✓`✓ � � � - a � � � �'' c Directions Served L R Maximum Queue', 88 83 Average Queue (ft) 19 95th Queue (ft) 53 27 61 Link Distance (ft) 1207 1207 Jpstream Blk Ti Queuing Penalty (veh) Storage BaY it (ft)VE Storage Blk Time (%) Queuing Penalty (veh) If "21.. ,_� Intersection: 110-. Millwood Pike & Sulphur Springs Rd �1n>�me0,t��F � w���.�✓ice ati,,,w..<B ,N�✓�'-,NB..,�;NB;/��6� ��B6 �5.� �~��SB�, , �-SB � -. Directions Served L R T T R T T UL T T M_aximum:Queue (ft) 237 304 ,- 807 808 =290, 5881 5889 333 162 130; Average Queue (ft) 134 127 605 612 217 1588 1601 212 54 53 95th Queue (ft) 218 247 936 933 395 4840 4862 Link Distance (ft) 508 693 693 21230 21230 2486 2486 Upstream Blk Time`(%)„ Queuing Penalty (veh) 0 0 Storage Bay Dist (fi) 450 =290, iv 430 Storage Blk Time (%) 48 2 a Queuing Penalty (veh)AM 137 14 9 � a u One Logistics Park - Winchester SimTraffic Report Pennoni I Run 4 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement EB EB EB WB WB WB NB NB NB SB SB 7,SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 275 4327 4356 176 341 325 64 166 616 350 2892 2915 Average Queue (ft) 93 1960 1978 85 216 226 20 59 328 315 1148 420 95th Queue (ft) 283 4292 4288 148 325 323 51 136 624 404 2596 1610 Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 71 9 47 Queuing Penalty (veh) 1 31 27 144 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -- ---- ------ - - - -- -__ - EB EB B78 B78 678 WB WB WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 570 644 400 421 422 607 349 414 486 439 95 Average Queue (ft) 557 565 644 223 407 287 400 92 296 315 413 95 ' 95th Queue (ft) 569 578 645 343 419 542 803 270 424 487 434 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) Queuing Penalty (veh) 17 0 37 0 72 586 60 486 14 115 39 326 2 15 2 13 31 251 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 24 41 72 0 4 50 50 Queuing Penalty (veh) 119 205 455 0 4 511 219 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike •----------ovement------ -- --- _ ,...- M - ----- NB ,_---------NB----_ NB -- NB ---------- NB -- SB- _ SB__ __ _ _-SB----- .,.-_...._ SB -- — -- � Directions Served L L T T R L T T R Maximum Queue (ft) Average Queue (ft) 374 217 546 356 567 548 580 542 300 170 146 130 149 104 713 196 153 5 95th Queue (ft) 337 610 564 563 373 164 202 423 52 Link Distance (ft) 520 520 520 988 ' Upstream Blk Time (%) 2 63 57 Queuing Penalty (veh) 7 260 236 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 0 78 1 7 17 9 ' Queuing Penalty (veh) 0 0 74 2 23 60 47 I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 4 2028 Build PM 12/07/2020 Directions Served T T TR LTR R Maximum Queue (ft) 85 290 313 137 -118 Average Queue (ft) 9 106 286 35 28 95th Queue (ft) 45: 308 309 87 P 71� Link Distance (ft) 277 277 277 287 399 Upstream Blk Time (%) 0 26 Queuing Penalty (veh) 2 159 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 10 fNovement° .; .." B EB , .,..EB,.,, , ...- EB -W .. Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 62 165 184 10 _ _ 45� .: 1138 1149 500. 931 972 . 218 68 Average Queue (ft) 12 33 43 1 10 876 1114 500 820 851 104 25 95th Queue (ft) 36 100 121 6 27 = 1500 1141 500 1049.:,, 1049 176 54 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time NOµ - 6 91 3 .1: 5 Queuing Penalty (veh) 73 1112 39 62 Storage Bay Dist (ft) 1000 500 Storage Blk Time (%) 5 48 59 Queuing Penalty (veh) 1 361 437 Intersection: 40- Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) 239 Average Queue (ft) 65 95th Queue (ft) 157 - - %- Link Distance (ft) 446 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (.vefi) One Logistics Park - Winchester SimTraffic Report Pennoni J I I FI ' Run 4 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB : WB WB B13 B13 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 277 400 398 200 365 933 932 458 448 907 923 367 Average Queue (ft) 159 107 95th Queue (ft) 252 254 141 312 19 104 75 298 891 910 892 915 383 561 388 539 696 1245 710 201 1255 327 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 61 68 63 70 17 24 Queuing Penalty (veh) 689 770 705 786 190 269 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 1 3 0 0 54 Queuing Penalty (veh) 2 1 1 0 1 18 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement NB SB SB Directions Served R LT R Maximum Queue (ft) 67 117 151 Average Queue (ft) 19 56 67 ' 95th Queue (ft) 45 103 135 Link Distance (ft) 424 267 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) ' Queuing Penalty (veh) P One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike V.1 A 12/07/2020 M uo e��et ���,��� •E� Ei3 %EBB �t E� % WB� ��WB �,1N6,����-�N�6'.��`� �..U�B NB � NB �VB . -� ,, �� Directions Served L T T R L L T T R L L R �V18xImum Queue (ft) ° 63 179 1�79 , 75 122 350 2505 2529 300 �= 549 =-521; 541 Average Queue (ft) 17 61 58 29 65 254 1560 1579 146 506 510 500 95th Queue;(ft). 45 121 121 =-60 114 483 3191 -' 3211 383 529; 527 592 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream '13 Time (%) 4 10 73 - „ 87 47 Queuing Penalty (veh) 38 89 209 248 135 Storage Bay Dist"(ft) 330 e 300 350 350 300 Storage Blk Time (%) 1 51 59 1 Queuing"Penalty (veh) 4 99 37 7 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R Maximum Queue ft OTP2 Average Queue (ft) 19 31 95th Queue (ft) " 46 70 v_ Link Distance (ft) 1207 1207 Ups tream BIk Time (°l) �w ; Queuing Penalty (veh) . Storage; Bay Dist (ft)wl, „� "-,:- Storage Blk Time (%) ,, Queumg•ri?enalty(veh) _e Intersection: 110: Millwood Pike & SUIDhur SDrinas Rd Directions Served L R T T R T T UL T T Maximum, Queue (ft) 214„ 282 794 809 290 ,, 4917 4941 397 140 ! „ 161 Average Queue (ft) 123 125 594 605 223 1183 1199 253 42 52 95th Queue (ft) 20Q 2.15 ; , 901 905 398 3929 ,,3965 ;` 390 115 130 ., Link Distance (ft) 508 693 693 21230 21230 2486 2486 y U p stream Blk Tirrie /° 38 41 (° ). ;-- Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 290 430 Storage Blk Time (%) 46 2 Queuing Penalty (veh} 130 15; One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Run 5 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 ' Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement _..............._._._... ,EB_,...-EB EB WB WB WB NB NB NB SB SB SB ' Directions Served L T TR L T T L T R L L TR Maximum Queue (it) 275 3503 3536 176 314 332 65 168 448 350 3664 3614 Average Queue (it) 124 1955 1958 88 228 229 19 70 258 339 2585 2120 95th Queue (it) 326 3678 3678 167 324 331 51 158 413 384 4565 4635 Link Distance (it) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) 24 0 Queuing Penally (veh) 0 0 ' Storage Bay Dist (it) 275 450 200 350 Storage Blk Time (%) 0 80 4 69 Queuing Penalty (veh) 1 35 13 211 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB._...._ Eg...._,-_.�7$...._.. t378 678-_-.�. Wg_.__. WB..-- ._WB..._ Directions Served L L T T T T T L T T T R Maximum Queue (it) 566 570 663 382 416 423 618 350 418 414 466 95 Average Queue (it) 558 566 645 215 405 302 369 103 282 289 411 95 ' 95th Queue (it) 572 579 651 398 414 552 805 292 455 484 434 95 Link Distance (it) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 18 53 72 59 18 38 2 1 30 ' Queuing Penalty (veh) 0 0 582 474 148 313 15 9 245 Storage Bay Dist (it) 570 570 350 95. Storage Blk Time (%) 26 56 71 0 5 47 51 ' Queuing Penalty (veh) 133 283 450 0 5 473 224 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -- - - --- - �Aovement _ NB NB NB _-- -- NB -,- .. __m_ ..N_._B_ SB SB SB SB B8 ------1 - Directions Served L L T T R L T T R T Maximum Queue (it) Average Queue (it) 359 203 558 359 568 549 599 542 300 188 145 137 149 131 1060 681 350 209 40 2 95th Queue (it) 357 620 567 573 402 147 206 1015 487 16 Link Distance (it) 520 520 520 988 494 Upstream Blk Time (%) 3 68 54 2 Queuing Penalty (veh) 14 284 222 0 Storage Bay Dist (it) 375 300 150 150 350 Storage Blk Time (%) 0 0 83 1 23 27 51 1 Queuing Penalty (veh) 0 0 78 2 79 95 268 2 One Logistics Park - Winchester SimTraffic Report Pennoni Run 5 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T TR LTR R Maximum.Queue (ft) 86 276 314 ; - 93 71 Average Queue (ft) 11 66 285 39 22 95th Queue (ft) „ " ; 53 248 302 75 52 Link Distance (ft) 277 277 277 287 399 Upstream Blk 0 19 Queuing Penalty (veh) 1 147 'eta . Storage Blk Time (%) _ Queuing liiTveh) -. '. Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike vemet.,- EB yEB E6 WB ;WB; WBWB 879 B 9 N13� NB Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) �� 40 124 123 8 45 -,1100 . ;:1148 500 .. ' 946 948. 91; Average Queue (ft) 10 37 43 1 13 896 1111 500 759 792 109 29 95th Queue (ft)„ ' 27 101 113 5 38 1419 1133 500 1233 1210 . ;186 66 Link Distance (ft) 277 277 277 277 1029 1029 914 914 _ 444 444 6 „ 85..,.: ? 4 Queuing Penalty (veh) 70 1033 . 23 48 Storage 1000 Storage Blk Time (%) 6 49 62 Queunalt veh 9Pey (,-,,,,,)2 371 45 m6 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue ft 133MUM _- Average Queue (ft) 52 95th Queue ft Link Distance (ft) 446 Upstream Queuing Penalty (veh) Storage Bay Dist (fO . Storage Blk Time (%) Queuing Penalty One Logistics Park - Winchester SimTraffic Report Pennoni LE 1 n 1 Queuing and Blocking Report 2028 Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 5 2028 Build PM 12/07/2020 Movement EB EB. EB EB WB WB WB B13 B13 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 280 720 680 52 364 932 922 458 448 923 910 496 Average Queue (ft) 190 248 195 10 98 800 814 312 322 594 604 415 95th Queue (ft) 333 597 470 33 352 1080 1081 610 618 1242 1250 543 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 56 60 56 62 16 21 38 Queuing Penalty (veh) 627 674 634 697 177 230 41 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 24 2 5 0 52 Queuing Penalty (veh) 114 3 1 1 17 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 _.__.__....__.._.__.__.____._.................... Move_ment NB B23 SB - SB l Directions Served R T LT R Maximum Queue (ft) 69 325 228 225 Average Queue (ft) 25 73 101 69 95th Queue (ft) 56 250 184 153 Link Distance (ft) 424 979 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Run 5 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike FA Directions Served L T T R L L T R L L R f) —85 203202 95 ,T 08 2530 9"Maximum.Queue 50 =" 528 531,350 Average Queue (ft) 22 61 72 33 66 243 1495 1525 102 433 447 352 95th Queue,(ft) - 52 134 - 145114 ` 480 3227 „ 3220 <, 327 ,583 600 718 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Blk Timer-(°lo) 3 11- ,. 41 ` 52 3 Queuing Penalty (veh) 31 97 ,e 117 148 88 Storage Bay Dist (ft) - % 330 300; 350 , , 350 300 Storage Blk Time (%) 1 46 56 0 Queuing Penalty (veh) = 5. `:< 88 31-- Intersection: 100-. Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R Maximum Queue ft (�)- 69 70 - Average Queue (ft) 18 25 95th,Queue (ft) 49 60 Link Distance (ft) 1207 1207 Upstream^BIk Time Queuing Penalty (veh) �� Storage Bay Dist(ft)ON Storage Blk Time (%) Queuing Penalty (veh), Intersection: 110: Millwood Pike & Sulphur Springs Rd o'e - _.., Directions Served L R T T R T T UL T T MaximumQueue (ft) 217 239 818 808 290 5868 587 % 429 459 =187 Average Queue (ft) 131 136 564 571 221 1394 1405 241 67 60 u; 95th Queue (M, ;209 231 4 -- 943 ;,90, 405 4642 4662 396`t 217 145 s�- Link Distance (ft) 508 693 693 21230 21230 2486 2486 Upstream Blk Time„ - Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) ;. ' - 450 - 290 430 Storage Blk Time (%) - - 46 2 1 0 Queuing Penalty (veh) 130 ,, 15J, One Logistics Park - Winchester SimTraffic Report Pennoni 1 Run 6 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement EB EB - ,, EB �.._._WB_ ;WB ._._r. WB. NB NB - a NB �SB SB, SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 275 4159 4140 172 320 331 64 743 743 350 3653 3671 Average Queue (ft) 124 2275 2301 77 185 191 24 136 485 336 2880 2635 ' 95th Queue (ft) 339 4456 4457 145 318 325 59 486 783 398 4789 5010 Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) 4 6 54 44 Queuing Penalty (veh) 0 0 0 0 Storage Bay Dist (ft) 275 450 200 350 Storage Bik Time (%) 0 86 15 73 Queuing Penalty (veh) 1 37 46 224 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB , B78 B78 B78 WB WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 569 570 644 430 416 416 618 349 412 436 438 95 Average Queue (ft) 558 567 644 226 405 294 349 70 228 297 413 95 95th Queue (ft) 567 571 645 404 414 533 765 176 387 470 435 .95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 12 52 72 62 15 25 0 1 33 ' Queuing Penalty (veh) 0 0 580 500 124 202 2 6 266 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 21 59 71 0 1 48 48 iQueuing Penalty (veh) 106 296 449 0 1 491 212 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �Aovement NB NB NB NB, NB SB : S6 SB SB B8 B28 Directions Served L L T T R L T T R T T Maximum Queue (ft) 375 560 568 610 300 146 150 1096 350 589 1131 Average Queue (ft) 204 323 547 548 177 136 126 1031 234 418 428 95th Queue (ft) 341 605 565 580 398 149 200 1183 500 789 1094 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 4 67 59 66 53 Queuing Penalty (veh) 16 279 244 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 1 81 1 16 30 33 1 ' Queuing Penalty (veh) 0 2 76 2 57 105 172 2 I One Logistics Park - Winchester SimTraffic Report Pennoni C .0 • Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T TR LTR R Maximum Queue (ft) -276� - 312 11& ' 52 ; Average Queue (ft) 43 281 46 20 95th Queue (ft) '` 191 309 ,,. Link Distance (ft) 277 277 287 399 Upstream Blk Time (%) 0 21 d Queuing Penalty (veh) 1 165 _ Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike MMQvement', f. EBB EBB. BB; WB % WB� UVB �B79 B�9 NB NB Directions Served L T T R L T T TR T T L TR Maximum Queue ft (e) 52 188 _.. 944- 950 200 70 Average Queue (ft) 9 42 40 1 6 950 1112 500 903 915 86 30 95th Queue (ft) 32 118 127 5 25 1461 ; 1133 „ ° 500 =964 969 159 61 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 U stream Blk Time Queuing Penalty (veh) 165 1115 60 119 Storage Bay Dist (4)000 500 Storage Blk Time (%) 12 51 60 Queuing Penalty (veh) >' -, 3 381 ti .443 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike One Logistics Park - Winchester SimTraffic Report Pennoni 1 1 1 1 1 1 1 1 1 1 1 Run 6 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Prince Frederick Dr/Custer Ave & Route 50 ovement EB EB EB EB WB WB WNB B13 B1-3 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 280 882 884 199 365 932 922 447 448 908 910 264 Average Queue (ft) 264 356 288 11 60 892 894 418 422 856 866 144 95th Queue (ft) 322 748 657 73 266 911 916 436 444 1019 1023 220 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 75 84 79 89 27 36 Queuing Penalty (veh) 838 944 883 994 303 400 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 54 27 6 0 0 67 Queuing Penalty (veh) 264 38 2 0 1 22 Prince Frederick Dr/Custer Ave & Route 50 ovement NB SB SB Directions Served R LT R Maximum Queue (ft) 46 198 220 Average Queue (ft) 18 72 60 95th Queue (ft) 39 155 122 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 One Logistics Park - Winchester Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Run 6 , 2028 Build PM 12/07/2020 Movement- >=B EBB, EBB EBgW6, `, WB WB� B N13: B IVB N- ,, . f! Directions Served L T T R L L T T R L L R Maximum.Queue �(ft) 85 154 158 = 75 -- 136 - 350 2525, 2526--,', ; 300 535: 535� 528 Average Queue (ft) 22 63 58 35 65 318 2173 2183 130 491 504 417 95th Queue (ft) 57 131 . 131 `75 115, , 469 ,,, ,,3269 3271 372 539 :, >: 554 720 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Blk Time (%) ': �e 7 - 17 62 :76 39 Queuing Penalty (veh) 67 151 179 220 112 Storage i3ay Dist (ft) 330 300 350 350 = ' 300 Storage Blk Time (%) 1 69 81 1 Queuing-,Penalty`(veh) `' : %' ", 7 132 51 ;5 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Intersection: 110: Millwood Pike & Sulphur SlOrinas Rd Directions Served L R T T R T T UL T T Maximum Queue (ft) 278 255 807 808 290 8021 = 8060 430 487 160 , Average Queue (ft) 148 133 704 710 273 2997 3009 235 69 53 95th Queue (ft) 240 240 927 931 371 ' ; : 7612 7632 396 222 131 Link Distance (ft) 508 693 693 21230 21230 2486 2486 UpstreamBlkTime- 7' �Ai - - �- Queuing Penalty (veh) 0 0 _ Storage Bay Dist (ft) ., .-.- 45Q ,,, 290 430 Storage Blk Time (%) 65 3 1 0 - , Queuing Penalty 189 One Logistics Park - Winchester SimTraffic Report Pennoni Run 7 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 ' Intersection: 12: Apple Blossom Dr & Jubal Early Drive __._ _ .__._.. ..__.__ Mo vement ._ _...__..._.._._...._.._..._._._ EB EB EB ...._.....___._..__ WB ..... WB WB... .... ....NB.. ...__. _. . NB _ __- .. NB _SB-._,-,,_.__ . ... SB .._.._., SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 274 3125 3154 202 334 349 129 126 642 350 3476 3340 Average Queue (ft) 82 1474 1488 70 183 186 37 52 404 310 1718 1371 95th Queue (ft) 267 3059 3059 128 292 297 94 106 727 415 3708 3438 Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) Queuing Penalty (veh) ' Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 66 7 56 Queuing Penalty (veh) 1 29 21 174 Intersection: 30: Front Roval Pike/1-81 NB RamDS & Millwood Avenue/Millwood Pike __ -- ---- _ _____.._-_.._..-______.._..__..__.._.. Movement EB _ EB ._-_ _- EB _ EB __ _..__. B78 __-......_.. 678 _ B78 ....._ .__. WB _.._ WB ....._ WB _.._.. WB _, WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 568 570 644 469 440 414 618 349 403 432 437 95 Average Queue (ft) 560 568 644 248 409 346 464 103 289 324 414 95 95th Queue (ft) 567 571 644 447 425 504 836 268 435 471 435 95 Link Distance (ft) 572 572 398 398 398 399 399 399 ' Upstream Blk Time (%) Queuing Penalty (veh) 22 0 52 0 73 591 61 490 22 176 51 410 1 6 1 9 31 251 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 34 56 72 0 5 49 49 ' Queuing Penalty (veh) 173 284 456 0 4 495 214 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB _ ___. _._ __ NB ..... _. . SB_ -- SB SB SB 68 B28 Directions Served L L T T R L T T R T T Maximum Queue (ft) 365 550 566 578 300 146 150 1106 350 589 1024 ' Average Queue (ft) 205 356 552 543 221 135 127 909 161 319 279 95th Queue (ft) 334 627 564 566 411 147 205 1306 445 777 825 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 3 68 59 43 40 Queuing Penalty (veh) 14 284 246 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 82 1 10 27 44 1 Queuing Penalty (veh) 0 77 3 36 95 234 1 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 7 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 777 v- Directions Served T T TR LTR R Maximum Queue (ft) . ", - 153, 276 115 94 Average Queue (ft) 9 78 286 47 29 95th Queue (ft) 5t3 263 305, -, 91 - 66 Link Distance (ft) 277 277 277 287 399 Upstream Blk Time (%)" . - 0 24 , ; Queuing Penalty (veh) 2 186 . _. Storage Bay Dist (ft) /-- Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T TR T T L TR Maximum'Queue (ft) 39 119 165 "- 11 1000 1111 = 1137 500 967 958 173 49 T Average Queue (ft) 9 27 34 2 80 985 1110 500 - 852 " 879 87 27 95th Queue (ft) „ `; 27 83 197 8 . '. 501 1328 1130 500 , 1032 1027 164 46 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream BIk Time )j. 5- " Queuing Penalty (veh) 140 1063 5258 Stg orae Bay Dist (ft) 1000 ' 500„ Storage Blk Time (%) 0 10 49 58 Queuing Penalty (veh) 0 3 366 = 430 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ove enter � ii q w ; „ Directions Served LTR Maximum Queue ft 152 Average Queue (ft) 43 95th Queue (ft) Oe 102 ':. Link Distance (ft) 446 _ - . . Upstream-Blk Time Queuing Penalty (veh) Storage Bay'.Dist (ft) -° � , -- -, Storage Blk Time (%) Queuing Penalty veh) One Logistics Park - Winchester SimTraffic Report I Pennoni r� L d I I [I Queuing and Blocking Report 2028 Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 7 2028 Build PM 12/07/2020 Movemen.....__. _ -,--.__. t _ .E-_li_.__._..-.EB _ EB 'E'B-,--,----W-,B-- _.-__.._ WB . _-.._.. WA W.- B-_ ..._ ------ 6.._-_13 _ B13__. _.._72.-. B _ __.672.. ..._._ ,-_ -b Nf3 Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 279 390 411 46 364 922 909 458 459 904 900 373 Average Queue (ft) 203 168 179 7 85 884 886 388 388 711 715 164 95th Queue (ft) 315 358 355 28 326 929 918 569 555 1231 1235 288 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 60 69 62 73 18 22 Queuing Penalty (veh) 680 781 705 820 203 248 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 7 5 6 0 52 Queuing Penalty (veh) 36 8 2 1 17 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement NB SB SB � Directions Served R LT R Maximum Queue (ft) 68 203 98 Average Queue (ft) 19 80 59 95th Queue (ft) 47 157 96 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Run 7 ' 2028 Build PM 12/07/2020 m wR Directions Served L T T R L L T T R L L R Max-Imumb6pue (ft) =89 198 217 138 114 350 =;2518 2531 300 524 539 548 Average Queue (ft) 20 68 63 40 69 233 1683 1701 152 502 511 486 95tYi'Queue (ft) 58. 133 139 - 94 114 : - 488 . 3288 3292 - 395 525 531 673 Link Distance (ft) 846 846 2486 2486 , 486 486 486 Upstr"eam Blk Time 5- 11 = 64 �5 `51 Queuing Penalty (veh) 42 101 183 215 148 Storage Bay Dist (ft) 330 300 350 .: 350- 300 Storage Blk Time (%) 1 50 62 1 Queuing -Penalty (veh) = . 6 , 97 39 -,- 5 Intersection: 100.- Coverstone Dr/Inverlee Wy & Millwood Pike Directions Served L R Maximum Queue:(ft) 49 = 66 ... Average Queue (ft) 12 - 31 -e y� 95fh Queue ft (-) n 38 63 Link Distance (ft) 1207 ,--% 1207 U stream Blk Time P Jm i� Queuing Penalty (veh) � Storage Bay Dist (ft) Storage Blk Time Queuing Penalty Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum"Queue,(ft) 397 251 Z94 820 290 ,. 8866 8894 149 18830 Average Queue (ft) 163 126 591 608 222 1634 1655 229 51 60 95th Queue (ft) „ 318 210 936 952 = - 400 5183 5214 345 117 144 ,e F , Link Distance (ft) 508 693 693 21230 21230 2486 2486 U stream BI Time, /° 40 , ` 42, Queuing Penalty (veh) 0 0 Sto- o;43 Storage Blk Time (%) 47 2 Queuing Penalty (veh 134 1 u it 11 One Logistics Park - Winchester SimTraffic Report I Pennoni Pj 1 Queuing and Blocking Report 2028 Build PM Intersection: 12: Aoole Blossom Dr & Jubal Earlv Drive ovement EB EB Directions Served L T Maximum Queue (ft) 275 5392 Average Queue (ft) 132 3392 95th Queue (ft) 338 5478 Link Distance (ft) 19667 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 Storage Blk Time (%) 0 82 Queuing Penalty (veh) 1 36 Run 8 2028 Build PM 12/07/2020 EB WB WB WB NB NB NB SB SB SB TR L T T L T R L L TR 5378 446 423 395 84 192 632 350 3653 3658 3405 118 241 253 24 84 400 334 2726 2232 5476 248 358 364 60 163 736 384 4515 4760 19667 940 940 728 728 3618 3618 33 10 0 0 450 200 350 0 0 14 78 0 0 42 241 Intersection: 30: Front Roval Pike/1-81 NB Ramas & Millwood Avenue/Millwood Pike V6vement EB EB EB EB B78 B78 B78 WB WB WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 566 570 663 559 419 414 618 350 425 427 435 95 Average Queue (ft) 558 567 645 234 407 314 374 131 287 316 413 95 95th Queue (ft) 565 572 651 449 418 550 769 345 453 494 433 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 24 52 72 0 60 18 33 3 1 31 Queuing Penally (veh) 0 0 584 0 485 148 263 22 9 251 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 570 570 36 56 71 178 281 452 350 95 0 6 48 49 1 6 491 214 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike y�fovement N_B ____.._._._.-_ NB NB_ __.__.__.___---_.-------_-.----_-_._.____------__.._ NB_ NB , SB SB SB SB B ..._. -. 8 - _.- B28 Directions Served L L T T R L T T R T T Maximum Queue (ft) 375 563 580 590 300 144 149 1059 350 589 226 Average Queue (ft) 270 368 548 549 184 128 118 416 74 67 8 95th Queue (ft) 378 611 568 571 404 156 195 1067 309 333 77 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 7 61 56 14 3 Queuing Penalty (veh) 28 255 233 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 3 3 80 1 12 20 16 0 Queuing Penalty (veh) 8 9 75 2 41 68 85 1 I One Logistics Park - Winchester Pennoni SimTraffic Report I Run 8 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 31 -. Gas Station Drivewav/Hotel Drivewav & Millwood Pike M706"'I 1' g Directions Served T T TR LTR R Maximum Queue (ft) 2325. , 29 �313_' T-1 Average Queue (ft) 30 93 282 37 21 95#h Queue (ft) 281 9 5, 30 5 Link Distance (ft) 277 277 277 287 399 Upstream:B,-lk T, ime N, -0 '91 Queuing Penalty (veh) 3 149 Storage Bay Dist (ft)" v Storage Blk Time Queuing F� alty(veh), Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 79461 , 9879' A NB, Directions Served L T T R L T T TR T L TR Maximum OU4, '(ft) ue, 58 1, 500 kT 4 74 1.10 Average Queue(ft) 8 29 34 2 117 974 1113 500 822 858 89 35 b5 thboop'(ft) 28 '96iff 4 621450 1134 500J; - W 1008 152 76 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstrebinbik Time -L ME-3 _... ... . . Queuing Penalty (veh) 160 1079 24 40 Storage Bay biS"Q!t) - ob W z :50 0 "M Storage Blk Time 0 11 47 58 Queuing P, ty (v'eh): 56— 2 :4 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR P4xim",Queueffi)- Average Queue (ft) 14 6 2, 49 21, 66fi*eu Link Distance (ft) 446 Upstream Blk Time Queuing Penalty (veh) 4J ME'? ME 40 Storage Bay (ft) : �­ _V Storage Blk Time Queuingqg Penalty (Yeh One Logistics Park - Winchester SimTraffic Report Pennoni I �7 Run 8 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB WB B13 613 B72 1372 NB, Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 280 344 288 192 364 932 922 434 448 907 918 496 Average Queue (ft) 164 133 122 11 117 855 849 363 367 682 691 354 95th Queue (ft) 275 294 246 71 375 1054 1057 577 584 1219 1229 544 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 51 57 53 59 10 14 28 Queuing Penalty (veh) 578 634 595 660 107 162 30 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 6 1 4 0 0 46 Queuing Penalty (veh) 26 1 1 0 1 15 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 _ ._....._ .._ _ - - Movement - -- -- NB ---------- B23 S--B--- -.--__ SB ] Directions Served R T LT R Maximum Queue (ft) 66 166 134 182 Average Queue (ft) 17 30 70 61 ' 95th Queue (ft) 44 119 110 128 Link Distance (ft) 424 979 267 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 225 LI 1 [J 1 Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 8 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L T T R L L T T R L L R Maximum ;Queue (ft) = 86 177 =154, 99 152 350 2516 2508 ,, 300 534 521, 557 �385 Average Queue (ft) 27 63 63 35 70 252 1635 1643 162 445 457 95th Queue (ft) ,;63 125 ;�128 82.130 t , 484 3213 3210 405 616 615 = 714 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Blk Time (%) ' = - ., 1 2 43 59: 35 e, Queuing Penalty (veh) 10 17 125 170 102 Storage"Bay Dist (ft) - . 330 300350 350 300 Storage Blk Time (%) 1 49 57 1 Queuing Penalty (veh) 4 , 95 36 g Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Queuing Penalty (veh) Storage Bay Dist (ft)) Storage Blk Time (%) Queuing; Penalty (veh) Intersection: 110: Millwood Pike & Sulphur Springs Rd Movem Wit: B A TS SS - �T , . ���� . Directions Served L R TT R T T UL T T m Maximum Queue (ft) - 288 296 818 820 290 3525 3566 429 505 173 ' Average Queue (ft) - �d 173 143 607 622 236 764 786 263 68 -,, ,... 42 95th,Queue (ft) 296 0 953 949 „ 403 ` , 2442 :, 2480 406 266 108; Link Distance (ft) 508 693 693 21230 21230 2486 2486 Upstream Blk Time;(%) - % 4041 QueuingPenalty(veh) 0 0 Storage`Bay Dist (ft) 450 290 430 _. Storage Blk Time (%) 44 2 2 0 Queuing Penalty (veh) 125 16 8 1 One Logistics Park - Winchester SimTraffic Report Pennoni I Run 9 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 ' Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement - - EB--- ---EB-...-- -E6 ...... _.-EB ....- B7.8 .....B78 ....B78 WB WB WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 568 570 644 510 416 419 589 349 428 448 439 95 ' Average Queue (ft) 95th Queue (ft) 557 570 566 576 644 645 249 381 404 418 189 463 160 523 116 300 336 460 357 478 418 440 95 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 18 40 74 61 6 8 5 3 33 Queuing Penally (veh) 0 0 601 492 46 62 39 26 264 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 31 47 74 0 9 49 48 ' Queuing Penalty (veh) 158 235 467 0 9 491 213 Intersection: 30: Front Roval Pike/1-81 NB RamDs & Millwood Avenue/Millwood Pike NB- ----B ---._._r--_B .- _SB ..SB -SB _ -- � Directions Served L L T T R L T T R Maximum Queue (ft) 375 547 598 578 300 146 150 557 346 Average Queue (ft) 234 301 545 539 188 132 116 235 15 95th Queue (ft) 405 567 585 570 416 151 203 509 121 Link Distance (ft) 520 520 520 988 Upstream Blk Time (%) Queuing Penalty (veh) 2 10 66 274 55 229 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 5 5 84 1 8 22 6 0 ' Queuing Penalty (veh) 14 16 79 2 29 75 30 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB WB NB SB � Directions Served T T TR LTR R Maximum Queue (ft) 289 289 302 119 52 ' Average Queue (ft) 56 110 287 49 24 95th Queue (ft) 197 304 306 96 53 Link Distance (ft) 277 277 277 287 399 Upstream Blk Time (%) 0 0 21 Queuing Penalty (veh) 2 2 163 Storage Bay Dist (ft) Storage Blk Time (%) 0 ' Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTraffic Report Pennoni Run 9 Queuing and Blocking Report 2028 Build PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 2028 Build PM 12/07/2020 y EBB ��i�WB UFM Directions Served L T T L T T TR T T L TR LTR Maximum Queue`(ft) 38 99 98', . 999 1137 . ' 1149 500 916 9,, 178 177 1,35 Average Queue (ft) 9 18 26 80 1052 1113 500 789 807 86 29 43 95th 26 63 a79 501, 1198- 1137 ;' 500 x.1019 1010 156 Link Distance ft 277 277 277 1029 1029 914 914 444 444 446 Upstream;Blk Time (%) - 1 86= 0,: 1 e -;� - �,- Queuing Penalty (veh) .... 152 1047 5 10 StorBDisf y 500 ' Storage Blk Time (%) �000 0 12 51 57 Queuing Penalty (yeh) , , .' <_ 0I 3 385 421 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza o ement"F¢�EB EB My :. S0 SB ,_,, ,.,,,F Directions Served LT R LT R L T T TR L T T R Maximum :Queue ft 634 97 117 239 299 .= 508 ' 508- 508 37 251 16.0 70 Average Queue (ft) 334 46 60 111 27 390 423 414 9 103 85 9 . 95th Queue (ft) : „ 673 „ 75 - 110 195„ 118 613,, 642 637 r- 29 207`` 165c 4Q Link Distance (ft) 956 956 1918 1918 393 393 393 520 520 520 Upstream Blk Time {fo) 49 78 83- ,,,,, Queuing Penalty (veh) 220 348 372 Storage Bay Dist {ft) 300 -: 10: 5 Storage Blk Time (%) 0 42 2 Queuing' Penalty 9 0 , Intersection: 51: Front Roval Pike & Costco Directions Served R T T T TR T Maximum Queue 328 335 131 Average Queue (ft) 430 681 245 221 222 12 950Queue (ft) ,, 814 171,1 462 407 418 " 68 Link Distance (ft) 510 1464 252 252 252 393 Upstre*Blk Time;(°/q) 67 26 39 41 40 Queuing Penalty (veh) 0 0 158 164 159 Storage Bay Dist (ft)si Storage Blk Time (%) Queuing Penalty One Logistics Park - Winchester SimTraffic Report I Pennoni Run m� Queuing and Blocking R8D0[t 2028[)Uild PM 7028 Build PM 1207Q020 N� }Dte[38{ti0D: QO: P[iDoo Frederick D[/CUSte[AV8 & Route 50 Direo|ionxSonmd UL T T R UL T TR T T T T LT Maximum Queue (0) 280 440 363 200 384 988 822 458 448 890 883 467 Average Queue (N 178 179 158 14 70 886 873 347 348 838 845 275 85thQueue UA 316 300 `' 304 78 209 977 051 508 587 1204 1219 448 ~� Link Distance U0 014 014 814 814 338 338 840 846 424 Upstream 8|kTime M6\ 48 61 50 54 7 10 2 Queuing Penalty (vh) 542 570 582 611 86 115 2 Storage Bay Dist Ud 280 200 385 Storage B|kTime (96) 10 1 8 O O 47 Queuing Penalty (vah) 46 2 2 0 O 15 ~� Intersection: 90: Prince Frederick O[/CUSt8[/\V8 {\ Route 50 Directions Served R LT R Maximum Queue KA 87 151 118 Average Queue (0U 18 77 52 =� 85thQueue U8 ' 43 134 97 Li` kDistance nUA 424 267 Upstream B|kTime (%) Queuing Pona|ty(mh) 0oxaUn Bay Dist U0 225 Storage B|kTime (Y6) Queuing Pana|tykmh\ One Logistics Park Winchester SimTmMoRopoW Run 9 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike evement���; Directions Served L T T R L L T T R L L R Maximum Queue (ft) „ 102 135 ; 137 150 156 2508 ;: 2510 300 , 522;,>>,; ' 523 548 Average Queue (ft) 27 61 61 37 82 248 1194 1213 117 416 431 310 95th QueuOft) 65 1,04, 109 87 141 492 : r2669 2689 342 612 „625 ;679 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Blk Time (°l°): - -` _ 1 �42 51 20 Queuing Penalty (veh) 4 9 d 119 145 57 Storage Bay Dist'(ft)-- '4 - ., 330 e 300 350300 - Storage Blk Time (%) 1 38 49 1 Queuing Penalty (veh) ; 6 73 , 31 4 Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R Maximum„du' eue-(ft) ;: �. 70, " 90 " Average Queue (ft)� 15 27 95th Queue (ft)_ 39 Link Distance (ft) 1207 1207 Upstream Blk Time Queuing Penalty (veh) ti / Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) w.. Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queue (ft) 251 -" 216 789 791 . 290 956 1036 389 137 156 Average Queue(ft) 112 117 501 521 232 65 67 232 52 59 "."""„ .. 95th Queue (ft).: 19Z ` 193 788 .. 817 387 353 363 %357% 118 . 128 = " Link Distance (ft) 508 693 693 21230 21230 2486 2486 , Upstream Blk Time1(%) ' Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) �450 „ ry ' 430 F` Storage Blk Time (%) 27 1 Queuing Penalty'(Yeh) One Logistics Park - Winchester SimTraffic Report Pennoni I 1 Queuing and Blocking Report 2028 Build PM Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement EB EB Directions Served L T Maximum Queue (ft) 275 5059 Average Queue (ft) 124 2921 95th Queue (ft) 340 5079 Link Distance (ft) 19667 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 Storage Blk Time (%) 0 86 Queuing Penally (veh) 1 37 Run 10 2028 Build PM 12/07/2020 EB ._ .. WB -,_WB.. _ WB,. _... NB ._._ "NB} - NB,..__, ,.SB....._ SB SR TR L T T L T R L L TR 5094 243 378 388 63 238 513 350 3634 3653 2930 81 200 204 11 98 372 344 2956 2508 5081 162 340 349 37 196 550 369 4429 4743 19667 940 940 728 728 3618 3618 43 19 0 0 450 200 350 3 19 79 1 57 243 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement _EB EB EB EB 1818 OM -- - B78-- WB WB— ..W-0 _ -_WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 570 570 644 428 423 431 618 349 435 418 434 95 Average Queue (ft) 558 565 644 232 406 291 446 95 324 348 409 95 95th Queue (ft) 569 577 645 408 418 545 808 273 449 461 431 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 31 40 72 58 20 40 2 2 31 Queuing Penalty (veh) 0 0 583 468 160 319 17 17 247 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 570 570 38 44 71 191 219 453 350 95 0 6 50 47 0 6 502 206 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -o-_—,_--_._...-.___..-- yement NB NB -_-_.-_--__.__.__-,----.__._._____-.___...-.__-..._----_......___.... NB NB NB SB SB SB SB B8 B28 � Directions Served L L T T R L T T R T T Maximum Queue (ft) 270 597 578 569 300 142 150 1083 350 601 557 Average Queue (ft) 167 319 552 543 183 135 132 971 210 313 83 95th Queue (ft) 255 638 571 565 407 144 198 1303 489 731 284 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 0 67 56 53 25 Queuing Penalty (veh) 1 278 230 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 81 1 6 42 35 1 Queuing Penalty (veh) 76 3 20 148 186 2 One Logistics Park - Winchester SimTraffic Report Pennoni Run 10 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/07/2020 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Movement WB,. 1 WB SB ti - - , K.W13 y,Nt3,�� y r n t,11 Directions Served T T TR LTR R Maximum Queue (ft)- 142 276 305 187 Average Queue (ft) 17 76 284 44 21 95th"Queue(ft ) 75 269 302 103 57,, Link Distance (ft) 277 277 277 287 399 Upstream BIk Time (%),=- 0 2 Queuing Penalty (veh) 1 168 Sforage Bay Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike e ent E EB EB W Y..O?,_. WE , Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 42 213 226 - 11 999 1118 1148 500 946q 946" 219 66 Average Queue (ft) 12 31 35 2 42 930 1113 500 828 838 95 21 95th Queue (ft)`;' = ` 33 111; 119 ., ; 9 - 346 m1488 1.1.37 500 1088 ' 1073' 164' 51 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (%). „-�_ 10 2 '... Queuing Penalty (veh) 124 1075 17 25" �... ; , SO q`ge Bay Dist (ft) 1;000 - ��� Storage Blk Time (%) 0 g 49 58 Queuing Penalty (veh) „ „ 0 = 2 367 430 , - Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum'Queue ft 90 Average Queue (ft) 46 95th Queue (ft) 83 Link Distance (ft) 446 Upstream 131k Time (%) ` � , Queuing Penalty (veh) StorageBayDist (ft) Storage Blk Time (%) Queuing Penalty (veh) " One Logistics Park - Winchester SimTraffic Report Pennoni 7 u EI F i I � I I I I I Queuing and Blocking Report 2028 Build PM Run 10 2028 Build PM 12/07/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement EB E13 EB _.__Eg.__.__. B, WB.. W& B13 B13 B 7 2' B72 1JB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 279 353 339 200 365 922 933 458 459 902 938 352 Average Queue (ft) 168 132 144 26 62 889 900 387 400 723 741 180 95th Queue (ft) 294 306 310 126 266 913 925 556 539 1199 1221 320 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 59 68 61 70 14 21 Queuing Penalty (veh) 666 766 693 790 157 239 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 2 1 6 0 0 52 Queuing Penalty (veh) 8 1 2 1 1 17 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 •._...-- --- Movement ..... _ _. NB - --B - S SB Directions Served R LT R Maximum Queue (ft) 45 175 166 Average Queue (ft) 16 68 72 95th Queue (ft) 38 146 141 Link Distance (ft) 424 267 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) ' Queuing Penalty (veh) One Logistics Park - Winchester Pennoni SimTraffic Report Queuing and Blocking Report 2028 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Run 10 2028 Build PM 12/07/2020 Movement;,,, EB �._. S EBB ;WB3 . Directions Served L T T R L L T T R L L R Maximum Queue (ft) 8$ - 205 96 136, ` 350 <=2507 2522 300 -,` 522�, 530 527 Average Queue (ft) 25 66 63 29 74 270 1733 1741 146 501 512 431 95th Queue (ft) 68 - 137 124 68 125 500 : 3246 --, 3248 =' 383;. 517 526 729, Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Blk Time (%) " 4 7 58 86 36 Queuing Penalty (veh) �e 33 59 164 246 103 Storage -Bay Dist (ft), 3 At300 350 350 300, Storage Blk Time (%) 1 53 64 1 Queuing Penalty (veh) 6 102'`".` 40 �8 = Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum -Queue (ft) 256 290 818 802 290 :: 5683 5694, 430 ,` 481 138 Average Queue (ft) 122 119 604 624 214 1704 1728 246 67 56 95th Queue (ft) 216 221 971 975 .z 397% 4985 5008 382'; 220 130 Link Distance (ft) 508 693 693 21230 21230 2486 2486 Upstream Blk Time (%) 43, 47 Queuing Penalty (veh) ,., 0 0 Storage Bay Dist (ft)" 450 290 % _,- Storage Blk Time (%) 47 2 1 0 Queuing Pen-alty(veh) 135 18' 2 1 One Logistics Park - Winchester SimTraffic Report Pennoni 7 0 1 Run 11 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/08/2020 Intersection: 12: Apple Blossom Dr & Jubal Early Drive Movement EBEB._._,. EB - WB WB .-_.WB__.._.. NB ..__.. NB NB .... SB. SB .._..sB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 275 3558 3542 186 404 438 85 145 664 350 3634 3658 Average Queue (ft) 117 1634 1652 80 241 255 20 61 312 321 2374 1858 95th Queue (ft) 313 3376 3367 156 407 424 56 113 615 397 4626 4518 Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) 23 11 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 69 5 66 Queuing Penalty (veh) 1 30 16 204 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement _EBEB EB EB _----_...,_ B78 B78_.. _..-B78 Directions Served L L T T T T T L T T T R Maximum Queue (ft) 570 570 668 642 423 415 618 349 426 440 435 95 Average Queue (ft) 559 567 645 260 406 308 410 78 293 324 412 95 95th Queue (ft) 569 574 652 492 416 538 813 236 450 511 431 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) Queuing Penalty (veh) 9 0 39 0 72 587 2 20 60 487 17 139 35 281 2 17 3 22 31 254 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 26 46 71 0 4 50 52 Queuing Penalty (veh) 131 232 454 0 4 510 228 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB NB SB SB SB SB B8 � Directions Served L L T T R L T T R T Maximum Queue (ft) Average Queue (ft) 287 175 520 337 578 546 558 542 300 189 146 137 150 132 1059 524 350 124 280 24 95th Queue (ft) 273 627 566 560 416 148 196 1163 398 133 Link Distance (ft) 520 520 520 988 494 ' Upstream Blk Time (%) 0 62 58 7 Queuing Penalty (veh) 1 257 243 0 Storage Bay Dist (ft) 375 300 150 150 350 ' Storage Blk Time (%) Queuing Penalty (veh) 81 76 1 3 30 106 28 97 34 180 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 11 2028 Build PM 12/08/2020 Directions Served T T TR LTR R Maximum Queue (ft)127 277 „ 305 95 ,' ; 74 Average Queue (ft) 19 95 285 37 28 95th Queue-(ft) 78 ;267 30579 = 58 ,.. Link Distance (ft) 277 277 277 287 399 Upstream Blk Time_ (%) Queuing Penalty (veh) A 1 22 172 Storage`Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike EB���%EBz�6WBWB' aNB, WB"B79 8793�fiN6� ��NB Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 57 113 142 11 998. 1124 - - -1148` 9,,6 962 ` 202: 88 Average Queue (ft) 13 34 33 1 45 880 1114 500 809 830 74 ., 30 95th Queue (ft) 37 95 103 6 349- 1499 d 1139 500 1016` 1003 153 65 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream 61k Time 87 2 3 Queuing Penalty (veh) 168 1058 30 43 Storage Bay.Dist (ft) �� _ �; ;' 1000 "'' r� 500 = Storage Blk Time (%) _ 0 12 51 54 .. Queuing Penalty (veh) a 0 3 = 386 397., - Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike One Logistics Park - Winchester SimTraffic Report Pennoni 0 E F1, I I 0 H Queuing and Blocking Report 2028 Build PM Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Run 11 2028 Build PM 12/08/2020 Movement EB RB EB Ef3_.__ _ _Wf3 -. - WB _. Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 241 329 315 200 364 921 922 447 458 903 909 410 Average Queue (ft) 102 109 127 11 78 879 884 373 378 605 613 259 95th Queue (ft) 191 229 254 74 299 940 935 567 566 1198 1200 412 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 53 60 54 59 12 14 0 Queuing Penalty (veh) 593 675 607 664 130 153 0 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 4 0 0 49 Queuing Penalty (veh) 1 1 0 1 16 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served R LT R Maximum Queue (ft) 46 115 112 Average Queue (ft) 20 60 51 95th Queue (ft) 42 100 91 Link Distance (ft) 424 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) I I G I 11 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Run 11 2028 Build PM 12/08/2020 " dement Directions Served L T T R L L T T R L L R Maximum Queue (ft), 45 113 132' . " 74 148 ; 350 2499 2518 300 534 ' 533' 548 Average Queue(ft) 20 64 63 27 69 198 1471 1484 155 469 478 329 95th Queue (ft) 43 120 128 63 120 449 3158 `=3157 394 562 559.; 693 Link Distance (ft) 846 846 24862486 486 486 486 e Upstream Blk Time NO Queuing Penalty (veh) e , 9 35 121 150 76 Storage Bay Dist (fi) ; 330 � 300 350 350`' 300. Storage Blk Time (%) 0 41 51 1 Qiieuirig Penalty (vgh) 4 79' Intersection: 100: Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R (VI aXIn1Ut71`Queue (ft) 49 44 Alw- , e -� Average Queue (ft) 13 19 95th Queue ft 36 37 Link Distance (ft) 1207 1207 Upstream Blk T .� Queuing Penalty (veh) Storage Bay Storage Blk Time (%) Qiieumg Penalty (veh) / Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queue (ft). 221 304 807 820 290 2475 2458 - " 425 =Ti-, 40. 138 Average Queue (ft) 121 126 611 636 202 670 685 274 43 51 95th Queue (ft) %% 194 226fi 975 "979 383 2152 2177 421 106 i 4 „116 Link Distance (ft) 508 693 693 21230 21230 2486 2486 U stream Blk Time /° �(° ) 31 35 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) .... 450 290 _ Storage Blk Time (%) 39 1 0 QueumgiPenalty(veh) „-, - :. 113 -`11 0 / One Logistics Park - Winchester SimTraffic Report Pennoni I I 11 l I 1 1 Queuing and Blocking Report 2028 Build PM Intersection: 12: Apple Blossom Dr & Jubal Early Drive Run 12 2028 Build PM 12/08/2020 ovement EB __.. EB EB �� WB ,-WB �WB __._._,__.�s NB _. NB__._._ .BB_t._. - SB-� SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 275 4560 4585 178 414 362 81 104 253 350 3634 3682 Average Queue (ft) 154 2530 2546 73 234 238 24 48 143 337 2745 2350 95th Queue (ft) 368 4552 4560 131 383 367 58 94 224 387 4689 4826 Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk Time (%) 42 24 Queuing Penally (veh) 0 0 Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 86 13 74 Queuing Penalty (veh) 1 37 39 229 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement EB EB EB ........... _.EB...__ ___. -B_ _78_ _ B78 B78 WB WB _W_ _B- ------- WB W_..B, Directions Served L L T T T T T L T T T R Maximum Queue (ft) 567 570 668 572 418 416 607 350 419 442 438 95 Average Queue (ft) 558 565 645 258 407 311 454 134 320 328 413 95 95th Queue (ft) 572 582 652 499 416 560 852 343 439 472 429 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 23 39 73 0 59 17 52 3 3 32 Queuing Penalty (veh) 0 0 588 0 475 137 428 21 21 254 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 30 46 72 0 7 49 47 Queuing Penalty (veh) 153 229 454 1 7 495 206 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement ----- Directions Served Maximum Queue (ft) Average Queue (ft) 9501 Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 11 NB- NB NB NB NB SB SB L L T T R L T T R T T 370 606 561 564 300 145 149 1107 348 584 417 191 344 546 546 199 130 111 653 123 215 64 296 623 563 564 420 156 204 1314 396 641 261 520 520 520 988 494 26666 0 62 56 33 18 1 257 232 0 0 375 300 150 150 350 0 80 1 12 23 34 0 0 75 2 42 80 181 1 I One Logistics Park - Winchester SimTraffic Report Pennoni I Queuing and Blocking Report 2028 Build PM Intersection: 31: Gas Station Driveway/Hotel Drivewav & Millwood Pike Run 12 2028 Build PM 12/08/2020 i .o40-6 . Directions Served T T TR LTR R Maximum Queue (ft) 153 276 312 160 Average Queue (ft) 16 120 283 47 22 314 308 104 60 , Link Distance (ft) 277 277 277 287 399 Upstream Blk Timer(%) - 0 20.uz Queuing Penalty (veh) 2 153 Storage -Bay Distn(ft) Storage Blk Time (%) Queuing°;Penalty (veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T TR T T L TR Maximum Queue (ft) 54 105 128 `' 9 45 - 1119 1149 500 945 944 153` "91 Average Queue (ft) 10 25 21 1 8 892 1108 500 722 763 68 24 95th Queue (ft) 32 74 „ 69 4 29 1486 1140 500 1220 1207, - 134 60 Link Distance (ft) 277 277 277 277 1029 1029 914 914 444 444 Upstream Blk Time (°t Queuing Penalty (veh) 117 993 13 34 Storage Bay Dist (ft) 1000 500., Storage Blk Time (%) 9 47 55 Queuing Penalty (veh) 2„349405 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximueue (ft) 108 um Q N Average Queue (ft) 49 95th Queue (ft) 95 Link Distance (ft) 446 Upstream 131k Time (%) %%- ,. Queuing Penalty (veh) Stora e Ba Dist ft Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 1 11 I I 1 Run 12 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/08/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement - EB EB EB EB WB WB WB B13 613 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 222 280 343 31 364 922 933 451 458 903 908 483 Average Queue (ft) 95th Queue (ft) 133 212 128 249 137 270 9 31 50 231 889 904 894 914 419 439 418 437 747 1128 758 1110 359 443 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 58 65 63 73 14 19 5 Queuing Penalty (veh) 649 731 703 820 155 218 6 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 0 4 0 51 Queuing Penalty (veh) 0 1 0 16 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 ovement NB B23 SB SB Directions Served R T LT R Maximum Queue (ft) 69 24 130 136 Average Queue (ft) 24 1 68 63 95th Queue (ft) 56 8 123 107 Link Distance (ft) 424 979 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penally (veh) Ll One Logistics Park - Winchester SimTraffic Report Pennoni Run 12 Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/08/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike , Directions Served L T T R L L T T R L L R Maximum Queue (ft) `8$=s 1-32,140 =75 150 2523 ,300 531, 536 541 Average Queue (ft) 22 58 63 29 72 238 1744 1759 143 482 488 410 95th Queue (ft) 60 120 117 68 '� `122 485 3308 33T6� 381 558 ° 572 722 Link Distance (ft) 846 846, 2486 2486 486 486 486 a Up "stream BIk Time_(%) -_�- „ . o _-_ . , .., 4 y� . 9 - 51 60 25 Queuing Penalty (veh) 41 Storage Bay Dist (ft) 330 300 350 350 84 300 148 173 72 Storage Blk Time (%) 1 51 64 1 QueuingFenalty(veh) 5, 98 Intersection: 100: Coverstone Dr/Inverlee Wv &Millwood Pike 40 l _ l� �!� � 3 Directions Served L R Maximutn.Queue (ft) ": 93 62-,;. Average Queue (ft) 22 95th Queue (ft) 22 35 Link Distance (ft) 1207 1207 e Upstream Blk Time (%) .' Queuing Penalty (veh) Sterage Bay Dist.ft) �erin- Storage Blk Time (%) Queum Penalt veh 9 .: Y ( = ; Intersection: 110: Millwood Pike & Sulphur Springs Rd Directions Served L R T T R T T UL T T Maximum Queye(ft) 342 i 818 8D9 290 :5857 5849 327 384 =166 '160 Average Queue (ft) 167 , 169 635 642 207 1887 1897 255 62 63 95th Queue (ft).` 262 406 %5510 5528= 393 135 137 „286 943 941 � Link Distance (ft) 508 693 693 21230 21230 2486 2486 Up-strear ,pkTirrie;(Jo) 43 '.46` e Queuing Penalty (veh) _ .. 0 0 Storage.Bay Dist (f#) -:: 450 290 430; Storage Blk Time (%)� 51 2 Queuing Penalty (veh) 146 13 One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs SimTraffic Performance Report 2028 Build AM 2028 Build AM 12/03/2020 9: Frontage Rd & Millwood Avenue Performance by movement ovement EBT EBR WBL WBT WBR NBR SBR All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 Total Del/Veh (s) 29.0 36.5 31.1 7.0 8.5 34.0 6.6 18.0 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement Movement EBT EBR WBL WBT NBR SBR All Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 1.1 0.2 Total Del/Veh (s) 9.4 1.3 55.3 9.1 40.5 41.1 22.0 ' 12: Apple Blossom Dr & Jubal Early Drive Performance by movement ovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied DelNeh (s) 0.2 0.2 0.1 0.0 0.0 0.0 4.0 0.1 0.1 0.2 0.1 0.1 Total DelNeh (s) 21.4 14.2 10.5 16.8 12.2 7.5 34.3 40.7 10.7 54.3 24.5 11.6 12: Apple Blossom Dr & Juba[ Early Drive Performance by movement Movement All � Denied DelNeh (s) 0.1 Total DelNeh (s) 20.1 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Movement EBB EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBf Denied DelNeh (s) 7.7 5.8 3.7 17.1 6.7 2.9 0.5 8.7 2.2 0.0 0.0 0.0 Total DelNeh (s) 99.8 97.2 6.8 353.3 42.2 17.3 57.7 357.1 153.0 226.5 217.6 111.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement ovement All Denied DelNeh (s) 4.6 Total DelNeh (s) 104.3 ' 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement Movement EBT WBT NBL NBR SBR All I Denied Del/Veh (s) 0.0 0.1 32.4 55.0 0.1 0.8 Total DelNeh (s) 5.1 11.8 233.1 234.1 43.9 11.6 1 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement ovement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 Total Del/Veh (s) 14.7 2.8 0.1 30.4 5.6 1.6 84.5 25.7 75.6 81.2 17.9 4.7 One Logistics Park - Winchester Pennoni SimTraffic Report Average of All Runs SimTraffic Performance Report 2028 Build AM 2028 Build AM 12/03/2020 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Movement Denied Del/Veh (s) 0.1 0.1 0.1 01 0.1 0.1 0.0 1.1 0.0 0.0 0.0 0.0 r Total DelNeh (s) 522 . 58,4 10.5 '39 2 - Z3,8 29.3 « 82.1 123.5;-1182 49,7� 7:9�, 2;4; 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Denied Del/Veh (s) 0.4 Total Del/Veh (s) 59.5- 51 Front Royal Pike & Costco Performance by movement Movement %� WBE2 NI3, NBRa SBTI' :. k x- Denied Del/Veh (s) 0.0 0.4 1.2 0.0 0.2 Total bellVeh (s) 77:8 529 44 7 1 5,291 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement Movement% ,. EBI. �. IBR�WBL, N(3? � tNBR-,. NBL,NBT y NBR%� SBL% �, SBR� Pl - � . FSBT y Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total-DelNeh (s) 61 7 9 4 38 5� 56 2� 26 7 , 84 4 1061 y ti3.1 32.7 2.1 2.9 666 70: Prince Frederick Dr & Costello Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 6.7 07 - 48 ':23 06 ,-13 05"- 2.7 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement „ Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total DelNeh, (s) 4 3 28 0 5 0 2, 80: Coverstone Dr & Prince Frederick Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del Neh (s)';Iff „ 81 Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.6 6, 0 2 I One Logistics Park - Winchester SirnTraffic Report Pennoni Average of All Runs SimTraffic Performance Report 2028 Build AM 2028 Build AM 12/03/2020 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement EBL ----- --- - - - -..-_ ..---- EBL EBT EBR WBU WBL WBT NBL NBT NBR SBL SB.. Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 24.6 25.7 10.1 6.4 34.9 7.4 111.9 113.4 18.0 92.5 92.7 ' 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement __.,.__._.._.__._..____..._._.___--._... ovement SBR ___._ _ _--.. __....._. ___- _ .. -..__ _- -- , _.__ .__. _ ._._.._ __._.___........ . ......._._ __. All Denied DelNeh (s) 0.0 0.0 Total DelNeh (s) 22.6 13.1 ---SBL -_--SBR------AI� 0.1 0.1 0.0 38.4 11.0 19.1 100: Coverstone Dr/Inverlee Wy & Millwood Pike Performance by movement ovement EBL EBT EBR WBL WBT WBR ' NBL NBT- -NBR Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 46.2 14.6 13.2 56.2 7.8 6.2 43.0 0.5 16.0 110: Millwood Pike & Sulphur Springs Rd Performance by movement - - - - - -- --- ----- -_ -[-.-__ _- - - - _ --- _ - - _ - - - - Movement WBL WBR NBU NBT NBR SBL SBT All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 35.1 9.0 40.0 19.5 4.2 48.4 13.3 17.8 120: Coverstone Dr & Lot 3 Entr #1 Performance by movement Movement WBR NBT SBT All Denied DelNeh (s) 0.3 0.0 0.0 0.1 Total DelNeh (s) 4.3 0.3 1.4 1.9 121: Coverstone Dr & Lot 3 Entr #2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied DelNeh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 19.3 3.3 0.3 0.1 2.2 0.2 0.9 122: Coverstone Dr & Lot 3 Entr #3 Performance by movement Movement WBR NBT SBT All +� Denied DelNeh (s) 0.1 0.0 0.0 0.0 Total DelNeh (s) 3.3 0.1 0.2 0.3 123: Coverstone Dr & Lot 3 Entr #4 Performance by movement Move------------�....--__._-_--SBL ------SBT ....-----All___.--_ ------ - -... _ ment NBT Denied Del/Veh (s) 0.0 0.0 0.0 0.0 ' Total Del/Veh (s) 0.2 2.2 0.2 0.3 r One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs SimTraffic Performance Report 2028 Build AM 2028 Build AM 12/03/2020 9: Frontage Rd & Millwood Avenue Performance by approach Appraach'Bt3 �WB � Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0 Total Del/Veh (s)"; 29.1- 86, 33.5. 6.6 18.0 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach ,��A� F�Pproach� Denied Del/Veh (s) 0.1 0.0 0.0 1.1 0.2 Total-DelNeh s 8 5 16 4 40.5 41.1 22.0 12 Apple Blossom Dr & Jubal Early Drive Performance by approach /f�- f a Denied Del/Veh (s) 0.2 0.0 0.3 0.2 0.1 Total DeUVeh (s) ' ' /14:9 10'4 ;120.4 51 5 20.1 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach Denied DelNeh (s) 5.4 6.5 3.9 0.0 4.6 Total DelNeh (s) -. ' 73.3 „ .63.7 . 189 2 173 5 104 3 <` 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance b approach Y Y pp ,tea MINOR� / Denied Del/Veh (s) 0.0 0.1 44.2 0.1 0.8 Total eh(s)": y a 5 11:8 233 6 45:7 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0 Total DelNeh,(§) 2.9 5 6 59 3 31 4 4.7 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach Denied Del/Veh (s) 0.1 0 1 0.91 0.0 0.4 Total DelNeh.(§)305 121:7 �7 4 ., ,59 5, 51 Front Royal Pike & Costco Performance by approach Denied Del/Veh (s) 0.0 0.4 0.0 0.2 Total DelNeh (s) 77 8 52 7 1 5 29.1 One Logistics Park - Winchester SirnTraffic Report Pennoni L� SimTraffic Performance Report 2028 Build AM 60: Route 522 & Hotel Entrance/Costello Dr Performance by approach Average of All Runs 2028 Build AM 12/03/2020 Approach EB WB NB SB All Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.0 Total DelNeh (s) 40.2 35.2 107.5 5.8 60.5 70: Prince Frederick Dr & Costello Dr Performance by approach p,pproach EB -.--.---.-.__ NB _ SB-_- -._ _._...._ All Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 4.1 1.8 1.1 2.7 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach 110: Millwood Pike & Sulphur Springs Rd Performance by approach --WB - --- _.. -A- Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 23.1 17.8 15.5 17.8 - - ---- __ - - - - - FPProech----------____..----- N13---- SB-- All � Approach Wl3 tJB SB All Denied DelNeh (s) 0.1 0.0 0.0 0.0 Total DelNeh (s) 3.0 0.5 1.0 0.9 80: Coverstone Dr &Prince Frederick Dr Performance by approach Approach _ WB SB All Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 0.4 4.9 3.8 81: Sheriff's Office (West Entr) &Coverstone Dr Performance by approach Denied DelNeh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.6 0.2 6.4 0.7 90: Prince Frederick Dr/Custer Ave &Route 50 Performance by approach Approach EB WB NB SB All I Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 10.4 7.8 92.0 45.1 13.1 100: Coverstone Dr/Inverlee Wy &Millwood Pike Performance by approach Approach_......._-___ EB WB NB SB All i Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.0 Total DelNeh (s) 14.3 23.5 29.0 18.5 19.1 I I One Logistics Park - Winchester SirnTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/03/2020 Intersection: 9: Frontage Rd & Millwood Avenue �, - f unv menx... Directions Served T TR L T T TR R R Maximum Queue (ft) 515 554 121 58 3 24 135,', : 47 -- "- Average Queue (ft) 301 339 44 3 0 1 51 8 95th Queue (ft) 474 ,; 508 100 - 39 3 14 110- 29;: Link Distance (ft) 940 940 249 249 249 822 109 U stream 31k`Time % 0 P )..-,-�e-- Queuing Penalty (veh) 0 rage "Bay Dist (ft) - 235„- Sto �- Storage Blk Time (%) 0 e Queuing PenaIty`(veh) 0 , Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue ovemejlt 'wgl3' ,1NB WBWB , WB WB 67$� B78 h B B 84�Sl Directions Served T T L L T T T T T R T R Maximum Queue„(ft), 253 , -, 281 196 202' 192. 211 230 ;- 31 = 26 650,E 24380,384 Average Queue (ft) 95th Queue (ft) 81 127 81 217 270 154 96 72 172 155 68 76 1 1 557 12432 255 162- 176 32 26 876 24360 359 Link Distance (ft) 249 249 398 398 398 572 572 530 39062 951 Upstream Blk Time (%°) 0 =1 59 Queuing Penalty (veh) 1 6 0 Storage Bay Dist:(tt) „% 475 =, 475 N Storage Blk Time (%) -- ,- . Queuing Penalty (veh) -. Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Storage Blk Time (%) Queuing PenaltyAM i One Logistics Park - Winchester SimTraffic Report Pennoni I Average of All Runs Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/03/2020 rIntersection: 12: Apple Blossom Dr & Jubal Early Drive ovement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 124 213 223 88 259 273 20 53 48 314 368 83 Average Queue (ft) 95th Queue (ft) 45 90 99 176 118 199 36 70 115 213 128 225 1 9 8 31 12 33 171 291 195 330 29 65 Link Distance (ft) 4145 4145 940 940 728 728 3618 3618 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 200 350 Storage Blk Time (%) 0 0 1 Queuing Penalty (veh) 0 0 3 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -.-__.__-_. __ _ .. Movement _._ EI3 -- _ EB -.___ - EB -- -- -..__ EB _..-_._-.--_ EB __..- B78 --Ow- B78 B78 WB --- - - WB --V WB WB Directions Served L L T T R T T T L T T T Maximum Queue (ft) 254 570 682 681 648 435 423 618 299 389 360 380 Average Queue (ft) 159 332 648 650 159 335 366 555 248 290 170 200 95th Queue (ft) 240 702 675 678 585 488 481 757 440 522 316 351 Link Distance (ft) 572 572 572 398 398 398 399 399 399 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 39 351 49 438 3 29 2 18 5 42 50 450 32 121 0 2 1 2 Storage Bay Dist (ft) 570 570 350 Storage Blk Time (%) 0 39 26 14 20 Queuing Penalty (veh) 3 88 61 15 68 Intersection: 30: Front Royal PNiBke /1-81 NB Ramps MPillw_o_o_d Avenue/Millwood Pike r - NB _& ------- 28 Directions Served R L L T T R L T T R T T Maximum Queue (ft) 95 310 518 566 565 300 144 150 1096 350 604 13880 Average Queue (ft) 78 140 255 513 509 235 137 140 1065 231 573 8017 95th Queue (ft) 123 263 559 638 653 405 145 188 1084 499 594 14147 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 2 53 48 66 72 Queuing Penalty (veh) 5 141 130 0 0 Storage Bay Dist (ft) 95 375 300 150 150 350 Storage Blk Time (%) 5 0 0 79 2 16 37 33 1 Queuing Penalty (veh) 11 0 0 96 3 89 210 350 5 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build AM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Average of All Runs 2028 Build AM 12/03/2020 EB /�/ � EB""^� <� -3'rW73%�j/ G� �-'" i 4 fl'°aI'�t��.t✓ �1s� ?"�'�•. ����'�' �^i ,, .., Directions Served T T T T TR LTR R Maximum,Queue (ft) " 44 48 . 166 145 " 136 216 � 79 Average Queue (ft) 2 2 97 39 22 94 24 95th Queue (ft) � - .: 41,,> 41 299 , 174 , ,12 236 65 Link Distance (ft) 399 399 277 277 277 287 399 Upstream Blk Time (%) 12 Queuing Penalty (veh) 44 1 0 ,.- 0 Storage Bay Dist (ft) Storage Blk Time (%) 0 12 Queuing Penalty (veh) 0 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 1 )9vsEB EBBB B .,.�UV6 WBf.. WBxW6- N� KNEE Directions Served L T T R L T T TR L TR LTR Maximum Queue ft =: 49 141 163 -- 204 163 Average Queue (ft) 6 41 95th Queue (ft) 29 112 e„ e " 66 0 2 54 26 20 18 9 29 155 1 11 ; 997 127' 79 , ` 51 34 72 _ ' Link Distance (ft) 277 277 277 277 1029 1029 444 444 446 lJ stream Blk Time % P ( ) - -e -a-,_ Queuing Penalty (veh) ,- Storage Bay Disf(ft) 500 %-„ O Storage Blk Time (%) ,- _.. - Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue-(ft) =` b2 84IMI 48 157 403 418 436 24 157 ° 19.8 38 Average Queue (ft) 15 39 ,227 13 67 34 279 310 323 3 50 59 5 95fh Queue (ft) 43 72; 39 ',133 166 552 554 584 „ 15 ,127 - 147 23 Link Distance (ft) 294 294 " 1918 1918 393 393 393 520 520 520 Upstream Blk Queuing Penalty (veh) a 0' 86 132 168 0 Storage Bay Dist (ft) Storage Blk Time (%) a, Queumg Penalty (veh) 0 30 0 � 0 5 0 : 11 I One Logistics Park - Winchester SimTraffic Report Pennoni [l Queuing and Blocking Report 2028 Build AM Intersection: 51: Front Royal Pike & Costco Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Average of All Runs 2028 Build AM 12/03/2020 WB NB NB tJB � R T T TR 157 243 249 244 46 123 140 147 177 326 345 346 510 252 252 252 20 24 20 55 67 57 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr r Plove_men... t _ _ _E__ B-__ EB WB WB .WB NB NB NB NB B17 817� B22 Directions Served LT R L LT R L T T TR T T T Maximum Queue (ft) 49 35 72 88 90 11 688 719 756 522 563 77 Average Queue (ft) 11 6 16 41 26 1 300 322 372 140 150 19 95th Queue (ft) 37 26 49 75 66 6 921 942 1012 873 892 203 Link Distance (ft) 414 414 1340 1340 990 990 990 1922 1922 659 Upstream Blk Time (%) 9 7 14 3 3 2 Queuing Penalty (veh) 0 0 0 0 0 0 Storage Bay Dist (ft) 120 100 Storage Blk Time (%) 0 28 Queuing Penalty (veh) 0 0 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement B22 B29 B29 SB SB SB Directions Served T T T L T TR Maximum Queue (ft) 77 50 59 141 127 96 Average Queue (ft) 19 7 7 57 24 27 95th Queue (ft) 202 94 102 117 77 72 Link Distance (ft) 659 18274 18274 252 252 ' Upstream Blk Time (%) 2 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 195 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/03/2020 Intersection: 70.- Prince Frederick Dr & Costello Dr �y;.:�-� �� !„�\ :... �; �1, �'-�..., �'""' /n � ir" tf C'' '�"� 'n ice-/ i �' A+e'o ement � � x a���>��. �'� ���'e � EB B B di�i-f` J. G�Se�.�.+k y/! r a s � � �� 2N�lA� ��SB �'.� y F '',� � . ..., \i4%1_.:«t ��-� ; %���, .�, Directions Served L R LT TR Maximum Queue (ft) .69 = 90 , :45 12 Average Queue (ft) 23 437 0 95th Que60ft) 56 7,3 <- 30 . 6 _ -- Link Distance (ft) 1590 157 979 U--pstream`Blk Time Queuing Penalty (veh) ,- Storage Ba 'Dist (ft) 350 Storage Blk Time (%) Queuin ` Penalt veh �` li 9 y( )�� Intersection: 71: Prince Frederick Dr & Army Corp of Engrs Entr Directions Served LR LT MaxRumqueue (ft) 42 „46 Average Queue (ft) 7 5 95th Queue (ft) 30 24 i Link Distance (ft) 908 157 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)AP /„ s. ,.- �� �� , Storage Blk Time (%) Queuin P-enalt Intersection: 80: Coverstone Dr & Prince Frederick Dr Directions Served L Maximunj 06 (ft) �58 �a-. d31 Average Queue (ft) 31 95th Queue (ft) 51 , ...,� �- Link Distance (ft) 404 Upstream Blk Time (I Queuing Penalty (veh) O-„ Storage Ba Dist ft Y _ Storage Blk Time Queui%Penaltyjveh) e I One Logistics Park - Winchester SimTraffic Report Pennoni M Average of All Runs Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/03/2020 ' Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr ,____ ...._...._._.-.___ _._.-. ' ovement NB Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 6 95th Queue (ft) 24 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 - ...._ . ..._ .......... _ .. _ Movement . EB --------------------- EB EB EB WB WB WB NB NB SB _ ._._.... _ SB Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 148 339 371 200 45 211 217 149 59 159 136 Average Queue (ft) 47 150 197 49 9 75 95 52 10 65 57 95th Queue (ft) 104 289 339 163 31 159 186 119 37 133 109 Link Distance (ft) 914 914 814 814 424 424 267 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 1 5 0 0 0 1 Queuing Penalty (veh) 1 9 1 0 0 I One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2028 Build AM 2028 Build AM 12/03/2020 Intersection: 100: Coverstone Dr/Inverlee Wy & Millwood Pike Directions Served L T T R L L T T R L L R Maximum Queue 41 8 196� 146 �,- 76 -i,8 30 A 174 Average Queue (ft) 7 123 117 120 93 105 19 17 1 62 75 75 95th-'Queu6(ft) 6 0 1169 ' 59 ,S1 49! 9, 1 "1 14 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Bl0m'f e Queuing Penalty (veh) V Storagoay,Dist ,(ft) 330', 30 350- 0 350 300 Storage Blk Time 0 0 Queui ng Penalty h 0 Intersection: 100: Coverstone D r/ Inver I ee Wv & Millwood Pike Directions Served L R Maximum _ Average Queue (ft) 26 35 -- --- - ----- - §5th Queue Link Distance (ft) 1207 1207 Upstream Blk Time: q) Ag j 211 Queuing Penalty (veh) Stdrage,-bay, Dist (ft) 3, ... .. .. Aid Storage Blk Time Que6ff Penalty (veh): A. Intersection: 110: Millwood Pike & Sulphur SDrinas Rd ANN 54 1", 7 IN AN 57 01� 0 = 011 Ell 97 Directions Served L R UT T R L T T maximum", 183 P Average Queue (ft) 156 68 112 102 26 70 80 83 �Q 95i4 u �1 6 Jq4 149 147 Link Distance (ft) 508 693 693 2486 2486 UpstreamI 15 k7li:hb �q _A_111 Queuing Penalty (veh) O' 0 Storageay"'_ 29 4 Storage Blk Time 0 0 0 0 Q68' in ,'Penalty,veh %Q0 _41` I I I One Logistics Park - Winchester SimTraffic Report Pennoni I ill I I I J SimTraffic Performance Report 2028 Build PM Average of All Runs 2028 Build PM 12/09/2020 9: Frontage Rd & Millwood Avenue Performance by movement M o__y'e"m'__e --- n_t­_ 8 -'-'Bk ­ ­_ Denied DelNeh (s) 4.7 0.0 0.0 0.0 0.0 0.0 0.1 1.8 Total Del/Veh (s) 166.3 143.1 42.8 6.7 13.5 850.3 10.5 110.2 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement -- ---- fflJRWdL, - _W - NbV SBR All - ------ Denied DelNeh (s) 1.5 0.3 0.0 0.0 0.0 1.0 0.5 Total DelNeh (s) 48.9 2.0 49.1 4.8 37.0 47.5 29.7 12: Apple Blossom Dr & Jubal Early Drive Performance by movement Denied Del/Veh (s) 0.2 Total DelNeh (s) 456.2 0.2 0.1 0.0 0.0 0.0 3.7 0.6 0.3 21.2 25.9 520.7 543.8 44.7 23.5 6.1 109.0 129.4 260.3 725.1 236.1 22.4 230.5 12: Apple Blossom Dr & Juba[ Early Drive Performance by movement �; Movement All Denied DelNeh (s) 4.4 Total DelNeh (s) 305.1 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement VC�e__me'4___ Denied DelNeh (s) 80.0 42.5 65.4 36.5 25.7 31.2 3.4 7.1 3.5 0.0 0.0 0.0 Total DelNeh (s) 406.8 37.2 6.3 63.5 37.2 59.9 77.8 280.9 118.9 242.4 175.4 65.3 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Denied DelNeh (s) 32.4 Total Del/Veh (s) 105.0 1 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement M6,_v_e_ m___e_n_,t -------- *----------,---,---'--E-'B-T-----*-��-B T--'"- _'_N_EB1___ _", - ___ , , , __ __ _,__ � ­­ , ... __­__-------] Denied DelNeh (s) Total Del/Veh (s) 0.0 2.6 0.3 17.5 0.1 62.8 0.1 27.8 0.1 41.2 0.2 12.8 I I I One Logistics Park - Winchester SirnTraffic Report I Pennoni I c. Y Project Information Analyst Pennoni Date 12/10/2020 Agency VDOT Analysis Year 2028 Build Jurisdiction Frederick Co, VA Time Period Analyzed AM Peak Hour Project Description One Logistics Park Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NWL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/rni 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 934 1066 385 315 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 6.00 6.00 11.00 11.00 Heavy Vehicle Adjustment Factor (fHV) 0.929 0.931 0.892 0.901 Flow Rate (vi), pc/h 1093 1245 469 380 Weaving Flow Rate (vw), pc/h 1625 Freeway Max Capacity (cIFL), pc/h/In 2200 Non -Weaving Flow Rate (VNw), pc/h 1562 Density -Based Capacity (OWL), pc/h/In 1647 Total Flow Rate (v), pc/h 3187 Demand Flow -Based Capacity (clw), pc/h 4706 Volume Ratio (VR) 0.510 Weaving Segment Capacity (cw), veh/h 4334 Minimum Lane Change Rate (LCMIN), Ic/h 1625 Adjusted Weaving Area Capacity, pc/h 4706 Maximum Weaving Length (LMAX), ft 17944 1 Volume -to -Capacity Ratio (v/c) 0.68 Speed and Density Non -Weaving Vehicle Index (INw) 0 Average Weaving Speed (Sw), mi/h 35.4 Non -Weaving Lane Change Rate (LCNw), Ic/h 132 Average Non -Weaving Speed (SNw), mi/h 28.2 Weaving Lane Change Rate (LCw), Ic/h 1697 Average Speed (S), mi/h 31.5 Weaving Lane Change Rate (LCAII), Ic/h 1829 Density (D), pc/mi/In 33.7 Weaving Intensity Factor (W) 0.474 Level of Service (LOS) D 1opyright © 2020 University of Florida. All Rights Reserved. HCSTQ Freeways Version 7.9 Generated: 12/10/2020 00:26:50 2028 Build AM.xuf Intersection Capacity Utilization 2028 Build AM Improved 120: Coverstone Dr & Lot 3 Entr #1 10/01/2020 II ovement WBL WBR NBT NBR SBL. SBT Lane Configurations r tT tT Volume (vph) 0 279 159 0 0 1081 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 279 159 0 0 1081 Lane Utilization Factor 1.00 1.00 0.95 1.00 1.00 0.95 Turning Factor (vph) 0.95 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 0 1615 3618 0 0 3618 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes ' Reference Time (s) 20.7 5.3 0.0 0.0 35.9 Adj Reference Time (s) 24.7 9.3 0.0 0.0 39.9 Permitted Option Adj Saturation A (vph) 0 1809 0 1809 Reference Time A (s) 0.0 5.3 0.0 35.9 i Adj Saturation B (vph Reference Time B (s) NA NA NA NA NA NA NA NA Reference Time (s) 5.3 35.9 Adj Reference Time (s) 9.3 39.9 Split Option Ref Time Combined (s) 0.0 5.3 0.0 35.9 Ref Time Seperate (s) 0.0 5.3 0.0 35.9 Reference Time (s) 0.0 5.3 35.9 35.9 Adj Reference Time (s) 0.0 9.3 39.9 39.9 Summary WB NB SB Combined j Protected Option (s) NA 39.9 Permitted Option (s) Err 39.9 Split Option (s) 0.0 49.1 Minimum (s) 0.0 39_9 Right Turns WBR ._ _...39.9 � Adj Reference Time (s) 24.7 Cross Thru Ref Time (s) 9.3 ' Oncoming Left Ref Time (s) 0.0 Combined (s) 34.0 Intersection Summary j ' Intersection Capacity Utilization 33.2% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni 11 HCM 6th TWSC 2028 Build AM On -Site 120: Coverstone Dr & Lot 3 Entr #1 10/01/2020 Int Delay, slveh 1.9 Lane Configurations, tt Traffic Vol; veh/h 0 279 159, Future Vol, veh/h 0 279 159 0 0 1081 Conflicting Peds, #%hr 0 0 0" 0; 0' Sign Control Stop Stop Free Free Free Free RT Ctiannelized - None - - None - None Storage Length 0 - - Veh in,Median Storage, # 0 - 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92; 92 Heavy Vehicles, % 0 0 27 0 0 4 Mvmt Flow 0 303 173 ;; = 0 0 1`175 �: __2 Conflicting Flow All 87 0 0 Stage 1 - - - - .. Stage 2 - - Critical Hdwy". - 6.9 -'` „ e - Critical Hdwy Stg 1�� w "` Critic`ijal Hdwy St 2 INE Follow-up Hdwy 3.3 Pof Cap -!Maneuver 0 961° Stage 1 0 - - 0 Stage 2 0 0 Platoon blocked, % Mov Cap 1 Maneuver' 961Y - Mov Cap-2 Maneuver Stage Stage 2 HCM Control Delay, s 105 0 0 ' HCM LOS B Alii Capacity (vehlh)IF =. HCM Lane V/C Ratio 0.316 HCM, Control Delay (s) =E == - 10 5 ��„ HCM Lane LOS B` ,,.. HCM 95th %tile Q(veh) - 1:4 - „ .. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni I L� 1 1 1 Intersection Capacity Utilization 2028 Build AM On -Site 121: Coverstone Dr & Lot 3 Entr #2 10/01/2020 Movement WBL WBR NBT NBR SBL SBT - - - ' Lane Configurations y % '� t Volume (vph) 6 23 136 6 305 776 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 29 0 142 0 305 776 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) Saturated Flow (vph) 0.87 1657 0.85 0 0.99 1888 0.85 0 0.95 1805 1.00 1900 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 9.0 0.0 20.3 49.0 Adj Reference Time (s) 0.0 13.0 0.0 24.3 53.0 Permitted Option Adj Saturation A (vph) 110 1888 120 1900 Reference Time A (s) 31.5 9.0 304.2 49.0 ' Adj Saturation B (vph Reference Time B (s) NA NA NA NA NA NA NA NA Reference Time (s) 9.0 304.2 Adj Reference Time (s) 13.0 308.2 Split Option Ref Time Combined (s) 2.1 9.0 20.3 49.0 Ref Time Seperate (s) 0.4 8.6 20.3 49.0 Reference Time (s) 2.1 9.0 49.0 49.0 Adj Reference Time (s) 8.0 13.0 53.0 53.0 Summary. WB. NB SB Combined Protected Option (s) NA 53.0 Permitted Option (s) Err 308.2 Split Option (s) 8.0 66.0 Minimum (s) 8.0 53.0 61.0 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) jntersection Summary ---�_. _-_-----_ .._......._-._._ � Intersection Capacity Utilization 50.8% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site ' 121: Coverstone Dr & Lot 3 Entr #2 10/01/2020 Int Delay, s/veh 2.4 Lane Configurations Y Traffic Vol; veh/h r 6 23 �," 136 6 : 305= 776 Future Vol, veh/h 6 23 136 6 305 776 Conflicting Peels, #Ihr - , Sign Control Stop Stop Free Free Free Free RT Channelized - None ' - None' : None , .. Storage Length 0 - .. 0 .. Veh in.Medan Storage0. Grade, % 0 0 0 Peak Hour Factor, ' O2' 92 92 `92 92 - 92 Heavy Vehicles, % 0 0 31 0 0 6 Mvmt Flow? 25 148 7 : 332843 Conflicting Flow All 1659 152 0 0 155 0 f Stage 1 Stage 2 1507 - CriticahHdwy 64 6.2 41 Critical Hdwy Stg 1 5.4 - Critical Hdwy St-g 2 5 4 , - - Follow-up Hdwy 3.5 3.3 2.2� Pot Cap-1-Maneuver 109 Stage 1 881 900 , Stage 2 204 - AE Platoon blocked, % Mov Ca- p;1 Maneuver ; 84 900 Me1438 Mov Cap-2 Maneuver 84 - - Stage -I 881 - Stage 2 157 - ^� a KIpproach, . _In HCM Control;Delay, s 185 0 �2'3. ,<, HCM LOS C -�� Minor L�nelMator�Mvrrtt�� NBTT'�[�RWBt.n�Sl3� SB7 �� �� Ca pacify(vehlh) HCM Lane V/C Ratio - 0.105 0.231 HCM,Control Delay (s) HCM Lane LOS C A HCM 95th %tile Q(veh) = - 0 3 ' 0 9 ,. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni. �1 1 1 �i u Intersection Capacity Utilization 2028 Build AM On -Site 122: Coverstone Dr & Lot 3 Entr #3 10/01/2020 II Movement WBL WBR NBT NB Y SBIL SBT Lane Configurations y t tt Volume (vph) 0 29 113 0 0 782 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 ' Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 ' Volume Combined (vph) 29 0 113 0 0 782 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 0.95 Turning Factor (vph) Saturated Flow (vph) 0.85 1615 0.85 0 1.00 1900 0.85 0 0.95 0 1.00 3618 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 7.1 0.0 0.0 25.9 Adj Reference Time (s) 0.0 11.1 0.0 0.0 29.9 Permitted Option Adj Saturation A (vph) 108 1900 0 1809 Reference Time A (s) 32.3 7.1 0.0 25.9 ' Adj Saturation B (vph Reference Time B (s) NA NA NA NA 0 0.0 3618 25.9 Reference Time (s) 7.1 25.9 Adj Reference Time (s) 11.1 29.9 Split Option Ref Time Combined (s) 2.2 7.1 0.0 25.9 Ref Time Seperate (s) 0.0 7.1 0.0 25.9 Reference Time (s) 2.2 7.1 25.9 25.9 Adj Reference Time (s) 8.0 11.1 29.9 29.9 ,. _...._ ..__._-_----.--------------- Summary -------------. WB NB SB _._...--___--------- Combined _._ _ . ---- -- ----- -- - - - --.. Protected Option (s) NA 29.9 Permitted Option (s) Err 29.9 Split Option (s) 8.0 41.1 Minimum (s) 8.0 29.9 37.9 Right Turns _ Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) ntersection Summary Intersection Capacity Utilization 31.6% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 122: Coverstone Dr & Lot 3 Entr #3 10/01/2020 Int Delay, s/veh 0.3 ouement 9 �� - 9 ,�"� Lane Configurations Y tt Traffic=Vol veh%h" '0 �29 , 1136'"= 0 �782 Future Vol, veh/h 0 29 113 0 0 782 Conflicting; Peds,-#/hr 0 0 0 0 0 0 �. , Sign Control Stop Stop Free Free Free Free RT Channelized None Norie None Storage Length 0 50 Veh m,Metlian Storage, # 0 Grade, % 0 0 0 Peak HourFactor� 92 92 92 92 92 92 - Heavy Vehicles, % 0 100 12 0 0 6 Mvmt Flov - 0 32 1230' 0 �850, t or1 a �-� �'� ,����£�' Conflicting Flow All 548 123 0 Stagen.123 - e. Stage 2 425 Critical Hdwy; �- Critical Hdwy Stg 1 5.4 Critical Hdwy Stg 2 5.8 - „ Follow-up Hdwy 3.5 4.25 - - Pot Cap 1 ;Maneuver 486 %70Q 0 Stage 1 907 0 0 - - Stag�e Platoon blocked % Mov Cap 1"Maneuver 486 700 „ = „.. Mov Cap-2 Maneuver 486 Stage 1 Stage 2 633 r HCM Control Delays 104 0 0 HCM LOS B Capacity-(vehlh) HCM Lane V/C Ratio 0.045 .' HCM,,Control Delay (s) ; 10 4 HCM Lane LOS B HCM`95th%tile One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni 11 �J 1 F f I I Intersection Capacity Utilization 2028 Build AM On -Site 123: Coverstone Dr & Lot 3 Entr #4 10/01/2020 f-- 'I- I /* 1*" i Movement WBL WBR NBT NBR SBL SBT Lane Configurations y ') Vi t Volume (vph) 0 0 113 0 26 755 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 0 113 0 26 755 Lane Utilization Factor 1.00 1.00 1.00 1,00 1.00 1.00 Turning Factor (vph) 0.95 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 1805 0 1900 0 1805 1900 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 7.1 0.0 1.7 47.7 Adj Reference Time (s) 0.0 11.1 0.0 8.0 51.7 Permitted Option Adj Saturation A (vph) 120 1900 120 1900 Reference Time A (s) 0.0 7.1 25.9 47.7 Adj Saturation B (vph NA NA 0 1900 Reference Time B (s) NA NA 9.7 47.7 Reference Time (s) 7.1 47.7 Adj Reference Time (s) 11.1 51.7 Split Option Ref Time Combined.(s) 0.0 7.1 1.7 47.7 Ref Time Seperate (s) 0.0 7.1 1.7 47.7 Reference Time (s) 0.0 7.1 47.7 47.7 Adj Reference Time (s) 0.0 11.1 51.7 51.7 Summary WB NB SB Combined Protected Option (s) NA 51.7 Permitted Option (s) Err 51.7 Split Option (s) 0.0 62.8 ' Minimum (s) 0.0 51.7 51.7 fight Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) ---------- ----- - _ -- ._.... _ - _......._..._ - - --- -- ..._....._... ' Intersection Summary i Intersection Capacity Utilization 43.1% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. ' One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 123: Coverstone Dr & Lot 3 Entr #4 10/01/2020 e rferasection Int Delay, s/veh 0.3 loyement� WBL�QWBR NBTi �� Lane Configurations Traffic Vol; veh/h := 0 ,-' 0 . "113 0 " 26 755 Future Vol, veh/h 0 0 113 0 26 755 Conflicting Peds,`#/hr= 0 0 0.; 0 0 0 Sign Control Stop Stop Free Free Free y„ Free RT Channehzed None - None '' None „ Storage Length 0 0 Veh m Median Storage; # 0 J0:. p - Grade % 0 0 0 Peak Hour Factor 92 92 .. 92 : 92, < :92 92 � Heavy Vehicles, % s 0 0 12 0 100 ,, . .._. 2 Mvmt Flovu °o 0 0 . 123 ; 0 28 821 Conflicting Flow All 1000 123 0 0 123 0 Stage Stage 2 877 d Critical Hdwy , - 6°4 6.2 - =.= :,5:=1 Critical Hdwy Stg 1 5.4 Critical Follow-up Hdwy 3.5 3.3 - 3.1 Pot Cap„1 Maneuver 272 = ;,933 - - `.1028 =: - Stage 1 907 _ Stage 2 ,� 410 �- - / Platoon blocked, % Mov Cap-1 Maneuver 265 933 -I ,. 1028 Mov Cap-2 Maneuver 265 :. Sta e 1 907 9 t Stage 2 399 - ,.,,..... w_.. ,� ... ... HGM Control Delay, s 0 0 0.3 HCM LOS q _. ��" y 1028 HCM Lane V/C Ratio 0.027 HCM Control Delay (s) - 0 8 6, -, HCM Lane LOS - A A HCM 95th °/able Q(veh) One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni 1 1 u 1 I I Intersection Capacity Utilization 2028 Build AM On -Site 130: Coverstone Dr & Lot 4 Entr 10/01/2020 Movement WBL WBR NBT NBR SBL SBT Lane Configurations y T+ '� T Volume (vph) 0 8 105 3 57 698 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 8 0 108 0 57 698 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.85 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 1615 0 1892 0 1805 1900 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 6.8 0.0 3.8 44.1 Adj Reference Time (s) 0.0 10.8 0.0 8.0 48.1 Permitted Option Adj Saturation A (vph) 108 1892 120 1900 Reference Time A (s) 8.9 6.8 56.8 44.1 Adj Saturation B (vph NA NA 0 1900 Reference Time B (s) NA NA 11.8 44.1 Reference Time (s) 6.8 44.1 Adj Reference Time (s) 10.8 48.1 Split Option Ref Time Combined (s) 0.6 6.8 3.8 44.1 Ref Time Seperate (s) 0.0 6.7 3.8 44.1 Reference Time (s) 0.6 6.8 44.1 44.1 Adj Reference Time (s) 8.0 10.8 48.1 48.1 Summary WB NB SB Combined � Protected Option (s) NA 48.1 Permitted Option (s) Err 48.1 Split Option (s) 8.0 58.9 Minimum (s) 8.0 48.1 56.1 jght Turns . Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) jntersection Summary Intersection Capacity Utilization 46.7% ICU Level of Service Reference Times and Phasing Options do not represent an optimized timing plan. A One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 130: Coverstone Dr & Lot 4 Entr 10/01/2020 9� -� x" �teCse�tfgn „ Int Delay, s/veh 0.6 4'�Rz 1 k A fl 5 Lane Configurations Traffic Vol;' veh(h 0 8 105 - 3. 5T '698 Future Vol, veh/h� 0 8 105 3 57 698 ConflictingPeds,;#/hr:0 �- 0 0 0'� 0 0; „ Sign Control Stop Stop Free Free Free Free RT Ghannelized" None, - None", � Non y Storage Storage Length 0 .. 150 Ueh m Metlian Storage, # -=0 - 0 . Grade % 0 e.,. . 0 0 Peak Hour Factor , ;= 92 . 92 z , 92 92 . 92­­92Ain Heavy Vehicles, % 13 13 12 2 2 3 Mvmt- Flo uv, 0 9 114 ` 3" `. 62 , �759 iN Conflicting Flow All 999 116 0 0 117 0 Stage 141 ., m 116 - z, Stage 2 883 Critical HdW 4k; _ 6.53 6 33 - - 4.12 Critical Hdwy Stg 1 5.53 Critical Hdv Stg 2' 5,53 Follow-up Hdwy 3.617 3.417 2.218 Pot Cap 1 Maneuver 258;1471 Stage 1 882 S2=, tage P_ 387 r.. - - ' Platoon blocked, % Mov Cap 1 Marieuve� 247 907, Mov Cap-2 Maneuver 247 e . Stage 1 882 Stage 2 371 HCM Control Delay, s ;;,, 9 0-. 0.6 ;; HCM LOS A HCM Lane V/C Ratio 0.01 0.042 HCM Control Delay (s) 9 7.6 HCM Lane LOS A A HCM 95th %tile,Q_(veh) - 00.1 11 Ll fl 1 d U I One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report I Pennoni 1 IDt8[S8{tiOD CaD8oih/ Utilization 2028 Build /\M On -Site 140: COVe[Sh}O8 [}F& Pendleton [}[ 1001CO20 Vo|umo(vph) 10 Si 57 54 378 322 Pedestrians PadBuiNo Pedestrian Timing (o) Free Right No No Ideal Flow 1900 iOOO 1900 1800 1900 1000 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Volume Combined (vph) 01 0 57 54 376 322 - Lane Utilization Factor 1.00 1.80 1.00 1.00 1.00 1.00 Turning Factor (vph) Saturated Flow (vph) 0.87 1848 0.85 O 1.00 1900 0.85 1815 0.95 1805 1.00 1900 Pod|nKTime (x) 0.0 0.0 0.0 0.0 0.0 0.0 Protected Option Allowed No Yes You Reference Time (s) 0.0 3.8 4.0 25.0 20.3 Ad Permitted Option AdjSaturation A(vph) 110 1900 120 1900 Reference Time A(s) 68.6 3.8 376.0 20.3 AdjSa\uruhon B(vph Reference Time B(o) NA NA NA NA O 33.0 1000 20.3 Reference 3.6 33.0 Split Option N� Ref Time Combined /d 4.4 3.6 25.0 20.3 Ref Time Sopemte (s) 07 3.8 25.0 20.3 Reference Time kA 4.4 3.8 25.0 25.0 Adj Reference Time (u) 8.4 8.0 20.0 20.0 WB NB SB Combined Protected Option (u) NA 37.0 Permitted Option (s) En 37.0 Split Option (s) 8.4 37.0 MinimumkJ 8.4 37.0 45.4 AdjReference Time kA 8.0 Cross ThmRef Time (o) 0.0 0� Oncoming Left Ref Time 20.0 Combinod(u) 37.0 |ntamooUonCapacity Utilization 37.8% ICU Level ofService A Reference Times and Phasing Options donot represent un optimized timing plan. One Logistics Park Winchester 0Q/25/2O202O38Build AN Improved 3ynohm 10Repod HCM 6th TWSC 2028 Build AM On -Site 140: Coverstone Dr & Pendleton Dr 10/01/2020 )I1f2. �.., �x `v ;?ad.� �� yx r a� rSeCtiQll� ,�, ���., % �.a������t� ��a ����...,; � �.�� ��'��,.,°.,, � ',�. Int Delay, s/veh 4.5 Lane Configurations t r Traffic Vol,, Veh/h` =10 -51 ;57> 54 376 322 Future Vol, veh/h 10- 51 57 54 376 322 Conflicting Peds, #/hr 0 Sign Control Stop Stop Free Free Free Free RT, Channelized None - None Storage Length 0 - 150 150 2 Veh in Median Storage, # -"'0 Grade, % 0 0 0 Peak Hour Factor ` 92 92 92 92; 92 92 Heavy Vehicles, % 4 13 10 1 2 3 Mvmt Flow 11 55 62 ` 59 409 Conflicting Flow All 1230 62 0 0 121 0 Stage 1 62 - Stage 2 1168 - Critical Htlwy-,. 6.44. 6.33 = 412 e .�.. Critical Hdwy Stg 1 5.44 Critical Hdwy Stg 2 5.44 0_ I.,,, Follow-up Hdwy 3.536 3.417 2.218 Pot Cap-1'Maneuver 194 = ,973 y 1467 Stage 1 956 - - Stage 2 293 Platoon blocked, op Wkap-1 Maneuver, 140 973 =14ii7 Mov Cap-2 Maneuver 140 - - Stage 1 956 - e�,...... Stage 2 _,� 211 - HGM Control Delay, s 13 4 HCM LOS B One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni 1 Intersection Capacity Utilization 2028 Build AM On -Site 150: Airport Lot (East Entr)/Lot 2 (East Entr) & Coverstone Dr + 110/01/2020 Movement - EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 +T r + +T+ Volume (vph) 17 90 9 53 173 106 1 0 7 14 0 2 ' Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 ' Volume Combined (vph) 0 116 0 0 226 106 0 8 0 0 16 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.98 0.85 0.95 0.99 0.85 0.95 0.86 0.85 0.95 0.94 0.85 Saturated Flow (vph) 0 1864 0 0 1878 1615 0 1640 0 0 1783 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 0.0 7.9 0.0 0.0 Adj Reference Time (s) 0.0 11.9 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 583 0 1171 0 1715 0 383 Reference Time A (s) 0.0 23.9 0.0 23.2 0.0 0.6 0.0 5.0 ' Adj Saturation B (vph Reference Time B (s) NA NA NA NA 0 11.5 0 22.4 0 8.1 0 8.6 0 8.9 0 9.1 Reference Time (s) 23.9 22.4 0.6 5.0 Adj Reference Time (s) 27.9 26.4 8.0 9.0 Split Option Ref Time Combined (s) 0.0 7.5 0.0 14.4 0.0 0.6 0.0 1.1 Ref Time Seperate (s) 1.1 5.8 3.5 10.9 0.1 0.0 0.9 0.0 Reference Time (s) 7.5 7.5 14.4 14.4 0.6 0.6 1.1 1.1 ' Adj Reference Time (s) 11.5 11.5 18.4 18.4 8.0 8.0 8.0 8.0 Summary EB WB NB SB Combined Protected Option (s) NA NA ' Permitted Option (s) 27.9 9.0 Split Option (s) 29.9 16.0 Minimum (s) 27.9 9.0 36.9 Right Turns WBR Adj Reference Time (s) 11.9 Cross Thru Ref Time (s) 8.0 ' Oncoming Left Ref Time (s) 11.5 Combined (s) 31.3 Intersection Summary ' Intersection Capacity Utilization 30.7% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report ' Pennoni HCM 6th TWSC 2028 Build AM On -Site 150: Airport Lot (East Entr)/Lot 2 (East Entr) & Coverstone Dr 10/01/2020 tersectia�� Int Delay, s/veh 1.7 oyement EBCBT EBR WBL,`WBT WBR ;'NBLN a 7` , Lane Configurations TrafficVol,°:veh/h� - x 1(7 90 - 9� 53 173 ° d06 1' `0 7 14°' 0 2 Future Vol, veh/h 17 90 9 53 173 106 1 0 7 14 0 2 Conflicting Peds, #/hr - 0 0 0= b" 0- 0' 0' 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RTChanneized z None: On- a, - None Storage Length - 150 Veh,in Me diamStorage,-#- Q = 0 0 - Grade, % 0 0 0 0 Peak Hour Factor 92 92 92 92" 92 ' 92 92'92 '-�92 92; 92 92 Heavy Vehicles, % 3 4 3 3 3 3 15 0 13 13 0 15 Mvmt Flow , " ;18 98 „ 10 : 58 188 ` <115.,.... 1 0 8 15 0 2 Mafar/MMnor Mafot, %% Nia or2, Mmoi�1 W I. „ . , Conflicting Flow All 303 0 0 108 0 0 502 558 103 447 448 188 , Stage 304 304 Stage 2 - - - 363 419 143 144 Critical Hdwy 413 413 Z25 65 6.33 7.23 ; 6.5 6.35 ' Critical Hdwy Stg 1 6.25 5.5 - 6.23 5.5 Critical Hdwy Stg2 " - 625 55 6 23 ,. Follow-up Hdwy 2.227 2.227 3.635 4 3.417 3.617 4 3.435 Pot Cap 1 Maneuver 1252 = 1476 `' - 459:.44,1 923 503 509. 822 Stage 1 - 834 785 683 667 Stage 2 0 630 593 - 834 Platoon blocked % 782 Moy Cap 1Maneuver 1252 1476 436 414 �923. 475 ,�_ :� ,477 " 822 --> Mov Cap-2 Maneuver - - 436 414 - 475 477 =Stage=773 Stage 2 598 565 815 770 HCM LOS A B . iJR Capacity (veh/h) , , 810 1252 '° 1476 501 „ HCM Lane V/C Ratio 0.011 0.015 0.039 0.035 HCM Control Delay (s) 7,9.5` 7 9� 0 7 5 0' . ' 12.4. HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh), % ,, 00.1" One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report I Pennoni Intersection Capacity Utilization 2028 Build AM On -Site 160: Airport Lot (West Entr)/Lot 2 (West Entr) & Coverstone Dr 10/01/2020 ovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 *T+ E'+ 4 Volume (vph) 59 108 29 17 125 35 4 0 3 5 0 8 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 196 0 0 177 0 0 7 0 0 13 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.96 0.85 0.95 0.97 0.85 0.95 0.91 0.85 0.95 0.89 0.85 Saturated Flow (vph) 0 1830 0 0 1835 0 0 1727 0 0 1691 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 0.0 0.0 0.0 0.0 Adj Reference Time (s) 0.0 0.0 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 817 0 1719 0 1113 0 1551 Reference Time A (s) 0.0 28.8 0.0 12.4 0.0 0.8 0.0 1.0 Adj Saturation B (vph NA NA NA NA 0 0 0 0 Reference Time B (s) NA NA NA NA 8.3 8.5 8.3 8.9 Reference Time (s) 28.8 12.4 0.8 1.0 Adj Reference Time (s) 32.8 16.4 8.0 8.0 Split Option Ref Time Combined (s) 0.0 12.9 0.0 11.6 0.0 0.5 0.0 0.9 Ref Time Seperate (s) 3.9 7.0 1.1 8.2 0.3 0.0 0.3 0.0 Reference Time (s) 12.9 12.9 11.6 11.6 0.5 0.5 0.9 0.9 Adj Reference Time (s) 16.9 16.9 15.6 15.6 8.0 8.0 8.0 8.0 Summary EB WB NB SB Combined Protected Option (s) NA NA Permitted Option (s) 32.8 8.0 Split Option (s) 32.4 16.0 Minimum (s) 32.4 8.0 40.4 ight Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) ntersection Summary Intersection Capacity Utilization 33.7% ICU Level of Service Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 160: Airport Lot (West Entr)/Lot 2 (West Entr) & Coverstone Dr 10/01/2020 ersection �`ffy ��a ..e... \`�..� .+... ,zl�l1`i�`xz>r.�, ,.���ar�t,� � -. ,.� -��i N44...rt ,...✓� �` JOIN Int Delay, s/veh 2 Moveme t y C;BT BR WBL WBT ` 1 VBR NBL BN T NBR% SBL ; kE,BL t SBT ,SBR Lane Configurations Traffc Vol veh/h 59„ 108 5' 9 17 125 35 4 0 Future Vol, veh/h 59 108 29 17 125 35 4 0 3 5 0 8 Conflicting�Pgds, #/hr 0 0 0 =' 0, 0 0 0 0 0° 0 0 ; , .0; " , , • ; Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT ChannelizedNone ` - =None -'' = None ` Storage Length r 0 Grade % 0 0 0 0 Peak Hour Factor 92 92 92 ; „ 92" 92 r 92 ,� � 92 �� 92 ,92 92 92; 92 Heavy Vehicles, % 3 3 3 3 4 3 14 0 13 13 0 14 Mvmt Flow ,..... 64 117 32 18 ,.136 38 4 0 , . 3 6 Q 9 Conflicting Flow All 174 0 0 149 0 0 457 471 133 454 468 155 Stage 261 261 - 191: 191 ., Stage 2 - - 196 210 263 277 Gntical Hdwy 413 413 y - = T24 .65 6.33 7:23. o 6 5 6 34 , Critical Hdwy Stg 1 6.24 5.5 6.23 , �. 5.5 624 5 5 =, - 6.23 5 5 Follow-up Hdwy 2.227 2.227 3.626 4 3.417 3.617 4 3.426 Pot Cap 1iManeuver PAR1426 494 494 888 498 4"" 860 s „= Stage 1 - - 718 696 786 �,,.,,.,.,,,, 746 - Stage �., 732 718JOE III! w Platoon blocked % - - Mbv Cap 1 Maneuver 1397 li 1426 - - 465 463 = 888 465 ;.;i 860 Mov Cap-2 Maneuver - 465 463 472 465 Sta e 6,82 661 = ' 747 736 "Jf in Stage 2 760 722 680 651 ptoacEDWINDEB WB y� HGM Control Delays 2'3 0 HCM LOS B B t7or La a NBLn BL DEBT E IiUBL WBT, WBR SBLnIIN Ca acit veh/h 584 1397 - 1426 - 653 ` , HCM Lane V/C Ratio 0.013 0.046 0.013 - 0.022 HCM Control Delays) '' 11 2„ 7 0 7.6 0- - 106 HCM Lane LOS B A A A A B HCM,-,95th:%file Q veh 0 ,0;1 - 0 - �_, ,)� 0.1 n One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni 1 Intersection Capacity Utilization 2028 Build AM On -Site 170: Coverstone Dr & Lot 1 (East Entr) 10/01/2020 -,* ---* •- Movement __EB.L- _ _ EBT_ . _ WBT.. W_ BR_ , _.-_SBL_ -,_.-- _ SBR_{ Lane Configurations +' T Y Volume (vph) 8 190 87 49 7 1 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 ' Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 198 136 0 8 0 Lane Utilization Factor 1.00 1.00 1.00 1,00 1.00 1.00 Turning Factor (vph) 0.95 1.00 0.95 0.85 0.94 0.85 ' Saturated Flow (vph) 0 1896 1797 0 1783 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No No No ' Reference Time (s) 0.0 0.0 Adj Reference Time (s) 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 1201 1797 119 Reference Time A (s) 0.0 19.8 9.1 8.1 Adj Saturation B (vph NA NA NA NA ' Reference Time B (s) NA NA NA NA Reference Time (s) 19.8 9.1 Adj Reference Time (s) 23.8 13.1 Split Option Ref Time Combined (s) 0.0 12.5 9.1 0.5 Ref Time Seperate (s) 0.5 12.0 5.8 0.5 Reference Time (s) 12.5 12.5 9.1 0.5 Adj Reference Time (s) 16.5 16.5 13.1 8.0 umMary EB WB SB Combined j Protected Option (s) NA NA Permitted Option (s) 23.8 Err Split Option (s) 29.6 8.0 ' Minimum (s) fight Turns 23.8 8.0 31.8 Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) jn4ersection Summary j I Intersection Capacity Utilization 26.5% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 170: Coverstone Dr & Lot 1 (East Entr) 10/01/2020 Int Delay, s/veh 0.4 Lane Configurations Traffic Vol, veh/h' i8 90 _87 49 7 _J SRI- Future Vol, veh/h 8 190 87 49 7 1 C" 'flictin 1# on g, 0 -0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT0nneIi" d =None=- None None 3", Storage Length 0 Vehjin`m e4jWStoragb 0 '0 Grade, % 0 0 0 Peak Hour: pt pri 92 92, 92 :92 `92- Heavy Vehicles, % 3 3 5 3 14 16 Mymt Flow Q -,--'--07 95 53 8 M _11 S-0Z Conflicting Flow All 148 0 0 347 122 4 Stage, 12 Stage 2 225 Critical Howe 6.54 '6.16, J, . .... Critical Hdwy Stg 1 5.54 C dwy Stk 7' qo, 5.54 5 AA 'AM Follow-up Hdwy 2.227 3.626 3.444 626, 893 0 Stage 1 874 85, Platoon blocked, % Mov 'Cap' 1, Maneuver _1427 � 99 Mov Cap-2 Maneuver 622 Stage 1 868' Stage 2 785 J-1 I A HCM LOS B CapacitY� N_ 4 27 . . ... . . .. gg HCM Lane V/C Ratio 0.006 0.013 HGM Control D 1 7.5 0 HCM Lane LOS A A B HCM A- 95th­- %'ti Q(,v h) I n I I I C 11 I 11 I I I I H I One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni I I Intersection Capacity Utilization 2028 Build AM On -Site 180: Sheriff's Office (East Entr)/Lot 1 (West Entr) & Coverstone Dr * 110/01/2020 ovement _ EBL EBT _ _ -E..B_R --.. .W---BL------- -_WBT----------_WBR -- -- -----NB-- ------------ - - L N_BT - ---NBR_---- --_-_ - ...SBT. _SBL ... .. . ........ SBR - Lane Configurations tt r '� TT *T r 4 Volume (vph) 27 192 10 10 62 16 3 0 3 2 0 4 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ' Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 27 192 10 10 78 0 0 3 3 0 6 0 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 0.97 0.85 0.95 0.95 0.85 0.95 0.89 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3506 0 0 1805 1615 0 1682 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed Yes Yes No No ' Reference Time (s) 1.8 6.4 0.7 0.7 2.7 0.0 0.2 0.0 Adj Reference Time (s) 8.0 10.4 8.0 8.0 8.0 0.0 8.0 0.0 Permitted Option ' Adj Saturation A (vph) 120 1809 120 1753 0 722 0 273 Reference Time A (s) 26.9 6.4 10.0 2.7 0.0 0.5 0.0 2.6 Adj Saturation B (vph 0 3618 NA NA 0 0 0 0 ' Reference Time B (s) 9.8 6.4 NA NA 8.2 8.2 8.1 8.4 Reference Time (s) 9.8 10.0 0.5 2.6 Adj Reference Time (s) 13.8 14.0 8.0 8.0 Split Option Ref Time Combined (s) 1.8 6.4 0.7 2.7 0.0 0.2 0.0 0.4 Ref Time Seperale (s) 1.8 6.4 0.7 2.1 0.2 0.0 0.1 0.0 Reference Time (s) 6.4 6.4 2.7 2.7 0.2 0.2 0.4 0.4 ' Adj Reference Time (s) 10.4 10.4 8.0 8.0 8.0 8.0 8.0 8.0 6ummary EB WB NB SB Combined j Protected Option (s) 18.4 NA ' Permitted Option (s) 14.0 8.0 Split Option (s) 18.4 16.0 Minimum (s) 14.0+ 8.0 Right Turris EBR - NBR _.__�.._.._._.22.0-----------------_..______�_._..----------------------- - ...• Adj Reference Time (s) 8.0 8.0 Cross Thru Ref Time (s) 8.0 10.4 Oncoming Left Ref Time (s) 8.0 8.0 Combined (s) 24.0 26.4 Intersection Summary j Intersection Capacity Utilization 22.0% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 180: Sheriff's Office (East Entr)/Lot 1 (West Entr) & Coverstone Dr 10/01/2020 liifetsection w fl,, A ; .,,...gp . f g„ k Int Delay, s/veh 1.2 Lane Configurations tt r` Traffi&o,l veh/h �' 27 192 .:` 10 10 .; 62 16 3 0 3 : 2 0 4 Future Vol, veh/h 27 192 10 10 62 16 3 0 3 2 0 4 Conflicting Peds, #/hr 0 0 0 0 0 ,, 0 0 0 0 0' 0-; , 0. Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RTC hannelized _ - , None - None u, - None=None Storage Length 150 190 150 0 - - Veh in Median Storage, # ;-. -. 0 - 0 - 0 - 0 Grade, % 0 - 0 0 0 Peak Hour Factor ; " 92 92 92= 92 ,: 92 92 92 92 92 Heavy Vehicles, % 3 3 0 0 „ 7 3 0 0 0 14 0 15 Mvmt Flow 29 209 11 11 Conflicting Flow All 84 0 0 220 0 0 323 373 105 261 376 42 Stage �. Stage 2 - 56 106 163 278� Cr tica(Hdwy 4'16 �. - 4.1` 7. 5 6 5 , 6 9 7 78 6 5 7.2 , Critical Hdwy Stg 1 6.5 5.5 6.78 5.5 Cnfical Hdwy Stg 255 6 78 5 5 Follow-up Hdwy 2.23 - - 2.2 3.5 4 3.3 3.64 4 3.45 Pot Cap=1 Maneuver 1503 „" - - 1361 612 5t1 936 640 . 558r < 979 Stage 1 _ - -721 692 , _ 864 818 Stage 2 684 Platoon blocked, % - v r aneueM 0 361 . 5. 4oCap 6 936 625 543 ` 979 Mov Cap-2 Maneuver - 597 546 625 543 - Stage.1 707 679 -., 848 % 811 Stage 2 ,., 943 805 771 671 :..; o p h ri WB� ,. HCNI Control Delay; s 0.9 0 9 =; / 10 �, HCM LOS B A _ _ �apacitY:(venm) 5yl y36 1bU3 13b1,,.. 8Z4 HCM Lane V/C Ratio 0.005 0.003 0.02 0.008 0.008 HCM Control Delay (s) 11.1` 8.9 7 4 _ 7 7 HCM Lane LOS B A A A A HC"th 6/6-tile Q(veh) 0 0 01 0 One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni 1 1 I H E u Intersection Capacity Utilization 2028 BUild AM On -Site 190: Lot 5/6 (West Entr) & Pendleton Dr 10/01/2020 Movement EBL EBT EBR WBL WBT WBR NBL NBT^ NBR SBL SBT SBR Lane Configurations +' r +T+ +T+ +11� Volume (vph) 108 239 84 0 33 0 14 0 0 0 0 14 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 347 84 0 33 0 0 14 0 0 14 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.98 0.85 0.95 1.00 0.85 0.95 0.95 0.85 0.95 0.85 0.85 ' Saturated Flow (vph) 0 1870 1615 0 1900 0 0 1805 0 0 1615 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 ' Protected Option Allowed No No No No Reference Time (s) 6.2 0.0 0.0 0.0 Adj Reference Time (s) 10.2 0.0 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 322 0 1900 0 120 0 1615 Reference Time A (s) 0.0 129.5 0.0 2.1 0.0 14.0 0.0 1.0 Adj Saturation B (vph 0 0 NA NA 0 0 0 1615 ' Reference Time B (s) 15.2 30.3 NA NA 8.9 8.9 0.0 1.0 Reference Time (s) 30.3 2.1 8.9 1.0 Adj Reference Time (s) 34.3 8.0 12.9 8.0 Split Option Ref Time Combined (s) 0.0 22.3 0.0 2.1 0.0 0.9 0.0 1.0 Ref Time Seperate (s) 7.2 15.1 0.0 2.1 0.9 0.0 0.0 0.0 Reference Time (s) 22.3 22.3 2.1 2.1 0.9 0.9 1.0 1.0 ' Adj Reference Time (s) 26.3 26.3 8.0 8.0 8.0 8.0 8.0 8.0 Summary EB WB NB SB Combined ; ' Protected Option (s) Permitted Option (s) NA 34.3 NA 12.9 Split Option (s) 34.3 16.0 ' Minimum (s) .____.....__.----.__........._......____.__...-_._.__ 34.3 __..._..�_.._.__. 12.9 --..._.,-----..----------.____---..,,_.._.-...---------__..__..._..__ 47.2 Right Turns EBR � Adj Reference Time (s) 10.2 Cross Thru Ref Time (s) Oncoming Left Ref Time (s) 8.0 8.0 Combined (s) 26.2 ntersection Summary Intersection Capacity Utilization 39.3% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 190: Lot 5/6 (West Entr) & Pendleton Dr 10/01/2020 . �"�a�,.,x,:: � <�. ,� % � z, .�''i�sl��ma .s�^?•,���,'�,. /�. �.s=�.<1. S"�x J�xa>av C.Y. !'�S i Int Delay, s/veh 2.3 Lane Configurations +1 Traffic Vol, veh/h'- _ 108 '239 84 0 , = 33., ? 0 14 0 0 ' 0 0 Future Vol, veh/h 108 239 84 0 33 0 14 �0 0 0 0 14 Conflicting Peds4/h'r 0 Q% 0 0'• i 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ' RT,Channelized " = None None ; ;None -„ - 'None Storage Length - 150 - - Veh in Median Storage, # 0 0 0 - 0 - Grade, % 0 - 0 0 0 Peak Hour Factor 92 92� 92,' 92 92 << 92 92 , . 92, 92 92<�92 92: „. Heavy Vehicles, % MVmt Flow 2 117 2 2 260 91 100 11 100 10 0 , 36 0 15 0 0 :. 0 0 ; 0 0 ' 0 . 0 15 15 �_.1 - Conflicting Flow All 36 0 0 351 0 0 538 530 260 576 621 36 - Stage 1 �< : v, 494 49„, ; 36<I 36 -, Stage 2 44 36 - 540 585 Critical Hdwy 4.12 51< - , V 7 2 6 5 %6.2 " . 7.1; m 6.5, 6.35 Critical Hdwy Stg 1 - 6.2 5.5 - 6.1 5.5 Critical Hdwy Stg.2 6 2 ,< 5:5 Follow-up Hdwy 2.218 3.1 3.59 4 3.3 3.5 4 3.435 Pot Cap-1,Maneuver 1575 - , 818 „ 442 < 457 784 ,431 ' _ < 406 1001 , Stage 1 - - 542 550 985 869 =' Stage 2 950 Platoon blocked %� 869 530 ,501 - Mov Cap-1 Maneuver.1575 %/ �/ 818 = . 404 �414 784 400 ;< 368 : 1001 Mov Cap-2 Maneuver - 404 414 - 400 368 - Stage893., < 869. Stage 2 -- 936 869 481 454 HCM Control Delay; s 1:9 '" 0 " 14 3 y 8 .. / «< Capacity-(Vehlh) .. 404� 1576 -''818 1001 HCM Lane V/C Ratio 0.038 0.075 0.015 HCM Control DelaY(s) , 14 3, �.,.? 5 0 . ,,< 8 7, HCM Lane LOS B A A A A HCM 95th le Q(veh} 0:1 ` 0 2 •. = 0 „ ; 0 One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Pennoni Synchro 10 Report ' Intersection Capacity Utilization 2028 BUild AM On -Site 200: Lot 5/6 (East Entr) & Pendleton Dr 10/01/2020 ♦ Movement---^ - EBL EBT _ __. EBR _ _ . WBL _r__. WBT _. WBR _ _.. _ - NBL _ _..__ NBI _. NBR _._._. SBL , SBT __ _. SBR ' Lane Configurations Volume (vph) 36 176 28 0 24 0 5 0 1 1 0 5 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 240 0 0 24 0 0 6 0 0 6 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) Saturated Flow (vph) 0.95 0 0.98 1853 0.85 0 0.95 0 1.00 1900 0.85 0 0.95 0 0.93 1775 0.85 0 0.95 0 0.87 1649 0.85 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 0.0 0.0 0.0 0.0 Adj Reference Time (s) 0.0 0.0 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 570 0 1900 0 483 0 1730 Reference Time A (s) 0.0 50.5 0.0 1.5 0.0 1.5 0.0 0.4 Adj Saturation B (vph Reference Time B (s) 0 10.4 0 23.5 NA NA NA NA 0 8.3 0 8.4 0 8.1 0 8.4 Reference Time (s) 23.5 1.5 1.5 0.4 Adj Reference Time (s) 27.5 8.0 8.0 8.0 Split Option Ref Time Combined (s) 0.0 15.5 0.0 1.5 0.0 0.4 0.0 0.4 Ref Time Seperate (s) 2.4 11.3 0.0 1.5 0.3 0.0 0.1 0.0 Reference Time (s) 15.5 15.5 1.5 1.5 0.4 0.4 0.4 0.4 Adj Reference Time (s) 19.5 19.5 8.0 8.0 8.0 8.0 8.0 8.0 Summary EB WB NB SB . 'Combine Protected Option (s) NA NA Permitted Option (s) 27.5 8.0 Split Option (s) 27.5 16.0 Minimum (s) 27.5 8.0 35.5 Ri g Adj Reference Time (s) Cross Thru Ref Time (s) ' Oncoming Left Ref Time (s) Combined (s) )ntersection Summary Intersection Capacity Utilization 29.6% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 200: Lot 5/6 (East Entr) & Pendleton Dr 10/01/2020 "',,, "­;� '"'NERS Int Delay, s/veh 1.4 RMR, 0", 5111 0 S7 L Lane Configurations Traffic h/h, '1,i7t 124 0 5��-_ 0 1 11" 0-- 5 Future Vol, veh/h 36 176 28 0 24 0 5 0 1 1 0 5 Conflicting P� 00 �' 0 ''0' 0' 0, 0 01 0 , Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Rtzbhdnne e- d" -None None None None Storage Length Ve h in M e d i "an, Storage, 0 "0 Grade, % 0 0 0 0 Peak Hour,�Factor k 9292 92 92, A i Heavy Vehicles, % Flow Mvmt Fl 2 2 2 100 1 3 12 100 8 0 0 18 1 26 0 1 12 j, '5 Conflicting Flow All 26 0 0 221 0 0 313 310 206 311 325 26 'St 284: 284 _�2 Stage 2 29 26 - 285 299 Critical H 4,4' 7 1 8 6 5 6.38' 7 2 6� 32 Critical Hdwy Stg 1 6.18 5.5 6.36 5.5 C 'ticpI Hdw'y" '11 l 5 k Follow-up Hdwy 2.218 3.1 3.572 4 3.462 3.734 4 3.408 Pot Cap aqr 588 _�" 932 -628 608 796 '597, 596 922,­' Stage 1 710 680 933 878 ugStage 2 Jr, 973 8Z�, 67g Platoon blocked, % g_ neuy r, Mb v"'C _'Z_1'5M ap e J-1 7 ':6: 1 796' 158 _5T 0 Mov Cap-2 Maneuver - 611 591 583 579 age, al - - - - - - A. Of, 7 61, 0 7 ---� . ......... . 87, Stage 2 968 878 653 651 A e HCM6JID I ab& 10 .7, HCM LOS B A Z' HCM Lane V/C Ratio 0.01 0.025 0.007 HCM Control DQgy (s) "g .. .. . ?" HCM Lane LOS B A A - A - - A HCM ,95thl/aile,. veh) 0 0 t One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni I I Intersection Capacity Utilization 2028 Build AM On -Site 210: Pendleton Dr & Lot 8 (West Entr) 10/01/2020 Movement EBL EBT WBT WBR-� SBL Lane Configurations Volume (vph) 57 120 17 0 0 8 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 177 17 0 8 0 Lane Utilization Factor 1.00 1.00 1,00 1.00 1.00 1.00 L Turning Factor (vph) Saturated Flow (vph) 0.95 0 0.98 1869 1.00 1900 0.85 0 0.85 1615 0.85 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No No No Reference Time (s) 0.0 0.0 Adj Reference Time (s) 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 312 1900 108 Reference Time A (s) 0.0 68.0 1.1 8.9 Adj Saturation B (vph Reference Time B (s) 0 11.8 0 19.4 1900 1.1 NA NA Reference Time (s) 19.4 1.1 Adj Reference Time (s) 23.4 8.0 Split Option Ref Time Combined (s) 0.0 11.4 1.1 0.6 Ref Time Seperate (s) 3.8 7.6 1.1 0.0 Reference Time (s) 11.4 11.4 1.1 0.6 Adj Reference Time (s) 15.4 15.4 8.0 8.0 EB WB-, _ SB - Combined:__ Protected Option (s) NA NA Permitted Option (s) 23.4 Err Split Option (s) 23.4 8.0 Minimum (s) 23.4 8.0 ...-.-__.._ 31.4 - ,._ Right Turns Adj Reference Time (s) ' Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) intersection Summary -------------- Intersection Capacity Utilization 26.1% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 210: Pendleton Dr & Lot 8 (West Entr) 10/01/2020 . �'iA. " , ,.j , W Int Delay, s/veh 2.4 Lane Configurations +' T+ Traffic Uol, veh/h 57 120 17 0. = - `0 8 Future Vol, veh/h 57 120 17 0 0 8 ConflictipgPeds, #!hr 0 0 0 �_, . 0 ; ` 0 0 Sign Control Free Free Free Free Stop Stop RT Channehzed Norie None - None � Storage Length p Ueh m Median.Storage, -0 - 0 - Grade, % 0 0 0 .. Peak HourFacfor 92 „ 92 9,2 ;, 92 92.- ' 92 Heavy Vehicles, % 2 2 17 100 100 8 Mvmt Flow 62 130 18 `, , of 0< 9 Conflicting Flow All 18 0 0 272 18 Stage 2 254 Critcal Hd 412 7.4 '6.28 „ Critical Hdwy Stg 1 6.4 Critical Hdwy Follow-up Hdwy 2.218 4.4 3.372 Pot Cap'1 Maneuver 1599 `- -..; - 550 1043 ' Stage 1 801 e . 606 Platoon blocked % Mov Cap 1Maneuver 1599` ;527 1,043 Mov Cap-2 Maneuver 527 ,. Stage 2 - - 606 .a HCM HCM LOS A b i o C etMaarC��tmt �M�� B BT Capacityj,(veh/h) 1599' - 1043, HCM Lane V/C Ratio 0.039 0.008 ,.. . HCM Control Delay;(s) 7.3 0 - 8.5 . HCM Lane LOS A A . A HCM 95th %file Q veh 0.1- _ } One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni j 11 11 ' Intersection Capacity Utilization 2028 Build AM On -Site 220: Pendleton Dr & Lot 7/8 Entr 10/01/2020 Movement EBL EBT WBT WBR SBL SBR Lane Configurations +' T Y Volume (vph) 118 2 1 21 2 16 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 120 22 0 18 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) Saturated Flow (vph) 0.95 0 0.95 1807 0.86 1628 0.85 0 0.86 1638 0.85 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No No No Reference Time (s) 0.0 0.0 Adj Reference Time (s) 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 122 1628 109 Reference Time A (s) 0.0 118.3 1.6 19.8 Adj Saturation B (vph Reference Time B (s) 0 15.8 0 16.0 1628 1.6 NA NA Reference Time (s) 16.0 1.6 Adj Reference Time (s) 20.0 8.0 Split Option Ref Time Combined (s) 0.0 8.0 1.6 1.3 Ref Time Seperate (s) 7.8 0.1 0.1 0.1 Reference Time (s) 8.0 8.0 1.6 1.3 Adj Reference Time (s) 12.0 12.0 8.0 8.0 ummary _._WB.-_.___-_ EB ..- SB....------_.- C__-omb__-__-_ in-_ed--_.-----._._------- j Protected Option (s) NA NA Permitted Option (s) 20.0 Err Split Option (s) 20.0 8.0 Minimum (s) 20.0 8.0 28.0 Right Turns I Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) ntersection Summary � Intersection Capacity Utilization 23.3% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build AM On -Site 220: Pendleton Dr & Lot 7/8 Entr 10/01/2020 ."+i��> Int Delay, s/veh 6.5 Lane Configurations T fficVol; veh/h = 118 �2 , 1' , Future Vol, veh/h 118 2 1 21 2 16 Conflicting Petls; #/hr, 0" 0 0 0'!_'0 0 ,,.. Sign Control Free Free Free Free Stop Stop RTChannelized- None: None, None Storage Length - „ 0 - Veh m ,Median Storage, # ' - �0 0 ` - 0 .� - ,e Grade, % 0 0 0 Peak Hour, Factor 92 92 92' 92 =: 92 ` 92 Heavy Vehicles, % 2 24 100 10 18 12 Mvmt Flow 128 2' 1 aorlM�nor! Ma or1 Ma or2 A mor2i � ._� ,' Conflicting Flow All 24 0 0 271 13 Stage 1 = = - 13 . , Stage 2 - - - . - 258 . Critical Hdwy 4.12 , - - - . 6 58 6 32 Critical Hdwy Stg 1 5.58 Critical Hdwy Stg 2` _. :.v...v. . �e _a.... Follow-up Hdwy 2.218 - 3.662 3.408 Pot°Cap-1 Maneuverr 1591 Stage 1 - 970 - - Stage 2 _ _ - - 749 Platoon blocked, % Mov Cep 1, Maneuver,. 15911039 Mov Cap-2 Maneuver _ . e. - 630 - ' Stage �749 Stage 2 - - - - Z3 _ 0 HCM LOS A HCM LaneV/C Ratio 0.081 0.02 HCM Contf6l Delay (s) 7:,5 0 8 8 HCM Lane LOS A A A HGM 95tfi %tile:0(veh) ' 0.3 _ 01 One Logistics Park - Winchester 09/25/2020 2028 Build AM Improved Synchro 10 Report Pennoni n 1 fl Average of All Runs SimTraffic Performance Report 2028 Build PM 2028 Build PM 12/09/2020 40: Delco Plaza/Tulare Drive & Millwood Pike Performance by movement Movement EBL EBT EBR WBL WBT WBR NBC NBT NBR SBL SBf SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.2 0.1 Total Del/Veh (s) 27.0 2.5 0.4 25.2 97.2 190.6 78.7 74.1 15.7 78.6 83.6 35.0 40: Delco Plaza/Tulare Drive & Millwood Pike Performance by movement Movement All Denied Del/Veh (s) 0.0 Total DelNeh (s) 61.0 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement ovement EBL EBT EBR WBL WBT WBR NBL NBT NBR Denied Del/Vela (s) 0.1 0.2 0.1 0.2 0.2 0.1 0.0 0.2 0.0 Total Del/Vela (s) 595.4 471.1 9.9 36.5 38.1 51.1 113.2 180.6 173.0 50: Front Royal Pike &Travelodge Ln/Delco Plaza Performance by movement Movement* All Denied DelNeh (s) 0.1 Total DelNeh (s) 105.9 51: Front Royal Pike & Costco Performance by movement Movement WBR NBT -NBR SBT All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 1334.0 79.2 73.9 2.5 80.1 60: Route 522 &Hotel Entrance/Costello Dr Performance by movement Movement EBL EBT EBR. WBL WBR NBL NBT NBR .SBL Denied DelNeh (s) 0.1 0.1 0.1 22.8 22.7 0.0 0.0 0.0 0.0 .1 33.4 70: Prince Frederick Dr &Costello Dr Performance by movement Movement EBL .EBT EBR NBL NBT SBT SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 10.7 1.2 3.4 2.6 1.4 2.1 1.1 2.7 71: Prince Frederick Dr &Army Corp of Engrs Entr Performance by Movement 'WBL. WBR NBT NBR. SBL SBT All Denied DelNeh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 6.4 4.3 0.8 0.1 2.3 0.3 1.9 One Logistics Park -Winchester Pennoni M SBL SBT SBR 0.0 0.0 0.0 52.8 12.6 2.7 i -SBT _.__SBR - 3.0 1.1 155.7 SimTraffic Performance Report 2028 Build PM 80: Coverstone Dr & Prince Frederick Dr Performance by movement Average of All Runs 2028 Build PM 12/09/2020 ovement: WBT WBR SBL ',- .SBT,AIIr,. Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Veh (s) 0.0 0.8 4.1 1.5 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Movement"> NBL-,., Yam: All, �'y Denied Del/Veh (s) 0.0 0.1 0.0 0.1 0.0 Total Del/Veh (s) 0,6 0.6 0.3 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement y tuloyement./ice „,, EBU '. EBL EBTEBR 1NBU WBL , ;WBT V1lBR NBL s, NBT NBR; ,`_, SBL Denied Del/Veh (s) 0.0 0.0 0.0 0.0 1.1 1.5 7.1 0.0 0.0 0.0 0.0 Total Del/Veh (s) 184.9 178.0 14.0 5.3 81.2 120.2 124.2 187.7 165.5 9.9 134.3 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Denied Del/Veh (s) 0.0 0.0 0.8 Total Del/Veh (s) 141.8 48.6 89.4 100: Coverstone Dr/Inverlee Wy & Millwood Pike Performance by movement NBT NBR % S13L All Denied Del/Veh (s) 0.0 0.0 0.1 1.6 1.4 0.6 0.3 0.0 0.0 0.1 0.1 0.7 Total DellVeh (s) 45.4 10.3 4- .. , . , a. __�_, m.. 110: Millwood Pike & Sulphur Springs Rd Performance by movement wovement" Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 80.9 35.9 89.0 561 80 2 ". 88.3 9.2 63.2 120: Coverstone Dr & Lot 3 Entr #1 Performance by movement Movement �A Denied Del/Veh (s) 0.0 0.6 0.0 0.3 T44;0 otal DellVeh (s) - 85.5"' 5.3 412 121: Coverstone Dr & Lot 3 Entr #2 Performance by movement )Viovemenf ��#,.,- £.j ..,._ „WBL, ..,WBR ..NBT Denied Del/Veh (s) 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Total Del/Veh (s) 48.7 27.9 36.1 31 3 10 2 , = 1.4 24.4 One Logistics Park - Winchester SimTraffic Report Pennoni 1 I I Average of All Runs SimTraffic Performance Report 2028 Build PIVI 2028 Build PIVI 12/09/2020 9: Frontage Rd & Millwood Avenue Performance by approach --- ------ ------- - -- - -- ----- - All Denied Del/Veh (s) 4.7 0.0 0.0 0.1 1.8 Total Del/Veh (s) 166.2 9.7 844.6 10.5 110.2 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach 7 ------------- Denied DelNeh (s) 1.3 0.0 0.0 1.0 0.5 Total DelNeh (s) 39.2 14.2 37.0 47.5 29.7 12: Apple Blossom Dr & Jubal Early Drive Performance by approach Approach EB WB NB SB All Denied DelNeh (s) 0.2 0.0 0.7 21.8 4.4 Total DelNeh (s) 518.0 19.0 210.9 638.1 305.1 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach PPProaCh EB WB NB. SB - --------- All Denied DelNeh (s) 58.9 28.4 5.1 0.0 32.4 Total DelNeh (s) 114.5 47.3 176.0 139.0 105.0 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach EB , WB NB SB� 'All Denied DelNeh (s) 0.0 0.3 0.1 0.1 0.2 Total DelNeh (s) 2.6 17.5 43.3 41.2 12.8 40- Delco Plaza/Tulane Drive & Millwood Pike Performance by approach NB SB AID Denied DelNeh (s) Total Del/Veh (s) 50: Front Royal 0.0 0.0 0.2 0.1 0.0 2.7 97.1 56.3 44.8 61.0 Pike & Travelodge Ln/Delco Plaza Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 243.5 0.1 44.8 0.2 177.8 0.0 11.9 0.1 105.9 51: Front Royal Pike & Costco Performance by approach ------ ------ -7 - 7 Approach WB NB SIB . All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 1310.2 79.1 2.5 80.1 I One Logistics Park - Winchester SirnTraffic Report I Pennoni I SimTraffic Performance Report 2028 Build PM 60-. Route 522 & Hotel Entrance/Costello Dr Performance by approach Denied Del/Veh (s) 0.1 22.7 0.0 0.0 5.5 Total DeIJVeli (s) 69.0 134.2 317 9 131 155 7 70-. Prince Frederick Dr & Costello Dr Performance by aDDroach Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total Del/Ueh (s) 34 , 21. Average of All Runs , 2028 Build PM 12/09/2020 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach Approach Denied Del/Veh (s) 0.2 0.0 0.0 0.0 Total DefNeh 80: Coverstone Dr & Prince Frederick Dr Performance by aDDroach Denied Del/Veh (s) 0.0 0.0 0.0 Total DellVeh (s) 0 7 4:2 fi 5 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach Denied Del/Veh (s) 0.0 0.0 0.1 0.0 Total -,-_ - - - 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by aDDroach approach . _y , E 1NB B SI3 All/i Denied Del/Veh (s) 0.0 1.5 0.0 0.0 0.8 Total Del/Veh (s) ; 32:3 1198 142 2 87 4 100: Coverstone Dr/Inverlee Wv & Millwood Pike Performance by approach Denied Del/Veh (s) 0.0 1.4 0.2 01 0.7 Total Del/Veh s 10,4 '285 2 201 2 26 5 187 5 m�, 110: Millwood Pike & Sulphur Springs Rd Performance by approach A roar % B NB S �.,.►n,,,., ,Iva ,.pp „�hk ��- - .,! � ,,., �.;-� , . ,.�•.,. � ,,�. :�� - �� �% Sc������ � gip: fi � ���� Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DellVeh (s) 518 83:8 , '31 3 • :.:63:2` One Logistics Park - Winchester SinnTraffic Report Pennoni I 1 A Queuing and Blocking Report 2028 Build PM Intersection: 8: Bend Movement T� NB Average of All Runs 2028 Build PM 12/09/2020 Directions Served T Maximum Queue (ft) 738 218 Average Queue (ft) 107 14 95th Queue (ft) 509 169 Link Distance (ft) 988 988 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Frontage Rd & Millwood Avenue Movement EB EB WB WB WB WB NB B74 SB Directions Served T TR L T Maximum Queue (ft) 972 978 187 197 Average Queue (ft) 929 937 86 12 95th Queue (ft) 1085 1071 163 93 Link Distance (ft) 940 940 249 Upstream Blk Time (%) 28 32 0 0 Queuing Penalty (veh) 247 286 0 3 Storage Bay Dist (ft) 235 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 2 1 T TR R T R 41 13 880 2038 65 3 1 811 1265 17 43 8 1065 2596 47 249 249 795 2011 109 0 84 38 0 0 0 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/09/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T R L L T T T T T R T Maximum Queue (ft) 309 ,,, ,329 „ 28 267 . 259 166 A30. 128 "' 46,, 29 643..v. 2448 Average Queue (ft) 290 248 3 142 142 52 40 40 2 1 423 1063 95th Queue (ft) ,; 331 .: , 381 55 234 233 127 , 103 102 ., 37 32 884 3002 „ Link Distance (ft) 249 249 249 398 398 398 572 572 530 39062 UpstreamBlkTime(%} Queuing Penalty (veh) Storage Bay Dist (ft) 452 144 0 475; 475 Storage Blk Time (%) Queuing, Penalty , _ ,.r ....._ .....� ._.. Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Moueme" ',ez Directions Served R R Maximum Queue(ft) 366 334 ° Average Queue (ft) 247 212 95th Queue ft 345 317 Link Distance (ft) 951 Upstream Blk Time (%) �d.... x,..,,. Queuing Penalty (veh) Storage Blk Time Queuing Penalty (veh) ": ,.,`` Intersection: 12: Apple Blossom Dr & Jubal Early Drive Directions Served L T TR L T T L T R L L TR Maximum Queue (ft) 275 " " 4153 „4166 217 370 366 101 " 244 " ` 503 350 3571 3554 Average Queue (ft) 122 2206 2217 88 218 226 25 85 293 326 2328 1892 95th Queue (ft) 329 4359 4358 170 349 356 800,,235 585 405 4463 4412 y ; „ Link Distance (ft) 19667 19667 940 940 728 728 3618 3618 Upstream Blk T., 0 1 „I . 25 13 Queuing Penalty (veh) 0 0 0 0 .. Storage Bay Dist-,(ft) 275 450 m, 200 Storage Blk Time (%) 0 77 0 0 3 12� 67 Queuing Renalty (veh) ..... 1 33' 0 0 205 1 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Average of All Runs 2028 Build PM 12/09/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB T EB EB - EB_ 678 B78 B78 WB WB WB WB WB Directions Served L L T T T T T L T T T R Maximum Queue (ft) 568 570 652 498 421 418 613 341 420 435 440 95 Average Queue (ft) 558 566 644 243 406 290 353 99 290 320 413 95 95th Queue (ft) 569 577 648 444 417 542 778 275 447 485 434 95 Link Distance (ft) 572 572 398 398 398 399 399 399 Upstream Blk Time (%) 19 42 73 0 60 16 31 2 2 32 Queuing Penalty (veh) 0 0 588 2 484 129 248 19 15 257 Storage Bay Dist (ft) 570 570 350 95 Storage Blk Time (%) 27 49 72 0 5 49 49 Queuing Penalty (veh) 138 247 455 0 5 497 215 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB �NB NB NB SB SB SB SB B8 B28 Directions Served L L T T R L T T R T T Maximum Queue (ft) 354 559 575 579 300 145 150 980 333 323 527 Average Queue (ft) 203 338 548 543 189 133 122 603 117 152 161 95th Queue (ft) 341 613 570 568 406 153 203 1265 386 551 876 Link Distance (ft) 520 520 520 988 494 26666 Upstream Blk Time (%) 3 65 57 24 17 Queuing Penalty (veh) 11 271 236 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 1 1 81 1 14 26 29 0 Queuing Penalty (veh) 2 3 76 2 49 90 151 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WB .T WB� WB- SB Directions Served T T TR LTR R Maximum Queue (ft) 163 281 310 126 77 Average Queue (ft) 19 90 285 42 24 95th Queue (ft) 103 281 310 90 59 Link Distance (ft) 277 277 277 287 399 Upstream Blk Time (%) 0 0 21 Queuing Penalty (veh) 1 2 166 Storage Bay Dist (ft) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 40- Delco Plaza/Tulane Drive & Millwood Pike Average of All Runs 2028 Build PM 12/09/2020 WB O'17B7,9 B79. , NB I1B Directions Served L T T R L T T TR T T L TR MaximumQueue (fit) : Average Queue(ft) 47' 10 139, 32 160�-'' 35 11 1 a�. 602 45 1123���°F 1146 , .. d_. 945 1112 500 �941, ,.,,..,. 500 822 951' � 187 .,., .. 847 90 29 95th Queue(ft) „ Link Distance (ft) 30 277 96.- 277 108 277 7 277 ,' 348 ;1444 1137 1029 1029 501 1102" 1087 914 914 „ 1„63 444 " 66 444 Upstream yBlk Time (%j 10 88", 3. Queuing Penalty (veh) 128 1068 32 52 Storage Bay Dist;(ft).� -, Storage Blk Time (%) 1000 0 10 49 58 Queuing Penalty Intersection- 40- Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) �..' . 139 ��� �.,a;. Average Queue (ft) 49 95th Que108 ue ft = . Link Distance (ft) w 446 Queuing Penalty (veh) Stora e_Ba Dist ft .. Storage Blk Time (%) ,- -, Queuing Penalty (ueh) . . , �, ,.......... . Intersection: 50: Front Roval Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R MaximumQueue"{ft) 451 90 150. 229 ,.;.299 ; 504 513 508 51 197 ;229 ' `"^34° Average Queue (ft) 241 39 67 103 44 450 469 464 7 88 90 5 95th Queue {ft) `_� 530 70 125 193 194 583 573 565 ti ���.. .,; .,�..x ,,.... 31° �1�76a 185 ,, 21; Link Distance (ft) 956 956 1918 1918 393 393 393 520 520 520 Upstream Blk Time(%) 6887 95.�.�..r. Queuing Penalty (veh) 303 391 423 .. . Storage Bay Dist (f) 300 ' ` 150 Storage Blk Time (%) 0 64 0 1 Queuing Penalty (veh) ". , ' 0 14 One Logistics Park - Winchester SimTraffic Report Pennoni 11 1 1 J Queuing and Blocking Report 2028 Build PM Intersection: 51: Front Roval Pike & Costco Average of All Runs 2028 Build PM 12/09/2020 Movement WB B24 NB NB NB SB SB Directions Served R T T T TR T T Maximum Queue (ft) 582 1479 391 399 363 127 52 Average Queue (ft) 511 824 283 278 259 11 3 95th Queue (ft) 775 1826 433 422 396 67 38 Link Distance (ft) 510 1464 252 252 252 393 393 Upstream Blk Time (%) 81 33 43 44 37 Queuing Penalty (veh) 0 0 172 177 146 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement EB EB _ WB WB WB NB NB NB NB B17 B17 T 922 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LT R L LT R L 64 23 120 604 763 36 19 2 80 271 440 2 54 12 143 688 909 19 414 414 1340 1340 T T TR T T T 1110 1086 1082 1600 1621 396 712 712 728 511 526 48 1386 1336 1345 1704 1721 313 990 990 990 1922 1922 659 41 30 35 10 10 3 0 0 0 0 0 0 120 100 1 19 0 68 1 24 0 1 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement B22 B29 B29 SB SB SB Directions Served T T T L T TR Maximum Queue (ft) Average Queue (ft) 402 49 213 14 220 15 194 133 279 68 195 30 95th Queue (ft) 318 186 191 213 233 105 Link Distance (ft) 659 18274 18274 252 252 Upstream Blk Time (%) 3 2 0 Queuing Penalty (veh) 0 11 0 Storage Bay Dist (ft) 195 Storage Blk Time (%) 5 1 Queuing Penalty (veh) 17 5 1 One Logistics Park - Winchester SimTraftic Report Pennoni Queuing and Blocking Report 2028 Build PM Intersection: 70: Prince Frederick Dr & Costello Dr Average of All Runs 2028 Build PM 12/09/2020 rti Directions Served L R LT TR Maximum Queue (ft) 9961 238 Average Queue (ft) 40 23 17 25 2 95th Queue (ft) 76 51 273 Link Distance (ft) 1590 1340 157 979 Upstream Blk Time (%) 2;0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 71: Prince Frederick Dr & Armv Corp of Enars Entr Directions Served LR LT Maximum Queue (ft) 77 20 ., Average Queue (ft) 39 1 95th Queue (ft) 63 _ �8 Link Distance (ft) 908 157 Upstream Blk Time (%), Queuing Penalty (veh) Storage`Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh), k , Intersection: 80: Coverstone Dr & Prince Frederick Dr L 77 One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/09/2020 ' Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr r­7 IL �I L � Movement NB Directions Served L Maximum Queue (ft) 32 Average Queue (ft) 10 95th Queue (ft) 32 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB WB B13 B13 B72 B72 NB Directions Served UL T T R UL T TR T T T T LT Maximum Queue (ft) 271 430 423 148 364 926 926 452 453 905 915 381 Average Queue (ft) 168 168 166 14 78 873 877 378 382 701 711 240 95th Queue (ft) 297 408 370 79 308 1000 1000 573 572 1222 1232 435 Link Distance (ft) 914 914 814 814 338 338 846 846 424 Upstream Blk Time (%) 58 66 61 68 15 20 6 Queuing Penalty (veh) 656 737 683 769 169 228 7 Storage Bay Dist (ft) 280 200 365 Storage Blk Time (%) 9 3 5 0 0 53 Queuing Penalty (veh) 44 5 1 0 1 17 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Movement NB B23 SB SB Directions Served R T LT R Maximum Queue (ft) 58 43 164 163 Average Queue (ft) 19 9 78 64 95th Queue (ft) 45 76 155 127 Link Distance (ft) 424 979 267 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/09/2020 Intersection: 100- Coverstone DOnverlee Wv & Millwood Pike M.oyement ..., a E6 Eg EB. -., . EB- WB ...`; WB... <...WB. 7WB_ , Directions Served L T T R L L T T R L L R Maximum Queue (ft) 81 165 171 102 , 14-0 350 2512 2526 300 532 529 540 Average Queue (ft) 22 63 63 32 69 251 1650 1667 137 463 474 394 95th Queue (ft) 58 126 130 76 124 488 3254 3262 375 609 -' 615 722 Link Distance (ft) 846 846 2486 2486 486 486 486 Upstream Blk Time (%) 3 8 51 65 34 Queuing Penalty (veh) 31 71 147 187 96 Storage Bay Dist (ft) 330 . 300 350 350 300 Storage Blk Time (%) 1 51 61 1 QueuingPenalt veh Y�� ) A. � ���0 5 --� �... 98 . 38 6 , . ... Intersection- 100- Coverstone Dr/Inverlee Wv & Millwood Pike Directions Served L R Maximum Queue (ft) 63 71 -° Average Queue (ft) 17 25 95th Queue (ft) 45 56 Link Distance (ft) 1207 1207 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (ve Intersection.- 110: Millwood Pike & Sulphur Springs Rd Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) „ Link Distance (ft) Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L R T T R T T 274 273 . 806 810 ,290 5079 5100 141 133 606 622 225 1382 1396 24.7 234 939 - 944 y �400 4563 4586 508 693 693 21230 21230 39 , _ 41 11 UL T T 404 265 156 244 57 55 383 170 129 3 2486 2486 450 .20 290,430 46 0 132 == 15 1 0 , One Logistics Park - Winchester SimTraffic Report Pennoni r-7 LI I I n Queuing and Blocking Report 2028 Build PM Intersection: 120: Coverstone Dr & Lot 3 Entr #1 Average of All Runs 2028 Build PM 12/09/2020 Movement WB B65 NB NB SB _ SB Directions Served R T T TR T T Maximum Queue (ft) 378 72 150 160 205 62 Average Queue (ft) 174 19 89 100 17 2 95th Queue (ft) 414 124 176 192 121 48 Link Distance (ft) 420 1664 115 115 486 486 Upstream Blk Time (%) 10 35 59 0 0 Queuing Penalty (veh) 0 111 186 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 121: Coverstone Dr & Lot 3 Entr #2 Movement WB �TNB NB —'SB--SB Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LR T TR LT T 68 157 158 120 29 24 73 89 51 2 58 164 182 114 21 297 96 96 115 115 40 61 5 0 122 185 10 0 Intersection: 122: Coverstone Dr & Lot 3 Entr #3 Movement. WB NB NB SB Directions Served LR T TR LT Maximum Queue (ft) 123 203 210 6 Average Queue (ft) 36 92 124 0 95th Queue (ft) 101 230 264 6 Link Distance (ft) 348 177 177 96 Upstream Blk Time (%) 16 50 Queuing Penalty (veh) 49 146 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2028 Build PM 2028 Build PM 12/09/2020 Intersection: 123: Coverstone Dr & Lot 3 Entr #4 Movement , .. NB :SB. t�- Directions Served TR L Maximum Queue (ft) 608 92 Average Queue (ft) 360 10 95th Queue (ft) 821 '52 Link Distance (ft) 575 177 Upstrepm,Blk Time ' 0 Queuing Penalty (veh) 232 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing -Penalty (veh) Intersection: 130: Coverstone Dr & Lot 4 Entr . Directions Served LR TR LT Maximum Queue (ft)„ . 84 -Z10 '67 _ r Average Queue (ft) 32 355 4 95th Queue (ft) 69 `907 30 Link Distance (ft) 397 670 575 Upstream Blk Time,(.) 35 Queuing Penalty (veh) 187 Storage Bay Dist (ft)= Storage Blk Time (%) Queuing en It veh Intersection: 140: Coverstone Dr & Pendleton Dr )Ylovemerit; Directions Served LR TR LT Maximum Queue (ft) 492 568 e 127� Average Queue (ft) 252 205- 25 95th Queue (ft) : 621 �. 648. ' ,97 Link Distance (ft) 494 639 670 Upstream BlkTi" e''(%) Queuing Penalty (veh) 110 34 Storage.Bay Dist (ft) Storage Blk Time (%) Queuing.Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni I 1 1 I f' 11 Queuing and Blocking Report 2028 Build PM Average of All Runs 2028 Build PM 12/09/2020 Intersection- 150: Airport Lot (East Entr)/Lot 2 (East Entr) & Coverstone Dr ovement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 222 10 79 151 Average Queue (ft) 41 0 29 50 95th Queue (ft) 231 6 71 170 Link Distance (ft) 784 639 403 733 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 160: Airport Lot (West Entr)/Lot 2 (West Entr) & Coverstone Dr Movement, EB NB SB Directions Served LTR LTR LTR Maximum Queue (ft) 12 42 64 Average Queue (ft) 0 21 31 95th Queue (ft) 6 46 52 Link Distance (ft) 126 448 390 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection- 170: Coverstone Dr & Lot 1 (East Entr Movement SB T^ Directions Served LR Maximum Queue (ft) 53 Average Queue (ft) 22 95th Queue (ft) 46 Link Distance (ft) 383 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 6 _ 0"t f ON Project Information Analyst Pennoni Date 12/2/2020 Agency VDOT Analysis Year 2028 Build Jurisdiction Frederick Co, VA Time Period Analyzed PM Peak Hour Project Description One Logistics Park - Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NwL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 1172 472 338 444 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 2.00 3.00 9.00 9.00 Heavy Vehicle Adjustment Factor (fHV) 0.967 0.957 0.907 0.917 Flow Rate (vi), pc/h 1317 536 405 526 Weaving Flow Rate (vw), pc/h 1062 Freeway Max Capacity (cIFL), pc/h/In 2200 Non -Weaving Flow Rate (vNw), pc/h 1722 Density -Based Capacity (OWL), pc/h/In 1760 Total Flow Rate (v), pc/h 2784 Demand Flow -Based Capacity (ow), pc/h 6299 Volume Ratio (VR) 0.381 Weaving Segment Capacity (cw), veh/h 5000 Minimum Lane Change Rate (LCMIN), Ic/h 1062 Adjusted Weaving Area Capacity, pc/h 5280 Maximum Weaving Length (LMAX), ft 6469 Volume -to -Capacity Ratio (v/c) 0.53 Speed and Density Non -Weaving Vehicle Index (INw) 0 Average Weaving Speed (Sw), mi/h 37.0 Non -Weaving Lane Change Rate (LCNW), Ic/h 164 Average Non -Weaving Speed (SNw), mi/h 32.9 Weaving Lane Change Rate (LCw), Ic/h 1134 Average Speed (S), mi/h 34.4 Weaving Lane Change Rate (LCAII), Ic/h 1298 Density (D), pc/mi/In 27.0 Weaving Intensity Factor (W) 0.362 Level of Service (LOS) C 1opyright © 2020 University of Florida. All Rights Reserved. HCSTN Freeways Version 1.9 ueneratea: iz/uz/zuzu io: is iu 2028 Build PM.xuf I Intersection Capacity Utilization 2028 Build PM On -Site 120: Coverstone Dr & Lot 3 Entr #1 10/01/2020 Movement WBL WBR � NBT NBR SBL SBT Lane Configurations r t1.) tt Volume (vph) 0 232 626 0 0 382 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 232 626 0 0 382 Lane Utilization Factor 1.00 1.00 0.95 1.00 1.00 0.95 Turning Factor (vph) 0.95 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 0 1615 3618 0 0 3618 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 17.2 20.8 0.0 0.0 12.7 Adi Reference Time (s) 21.2 24.8 0.0 0.0 16.7 Permitted Option Adj Saturation A (vph) 0 1809 0 1809 Reference Time A (s) 0.0 20.8 0.0 12.7 Adj Saturation B (vph NA NA NA NA 1 Reference Time B (s) NA NA NA NA Reference Time (s) 20.8 12.7 Adj Reference Time (s) 24.8 16.7 Split Option Ref Time Combined (s) 0.0 20.8 0.0 12.7 Ref Time Seperate (s) 0.0 20.8 0.0 12.7 Reference Time (s) 0.0 20.8 12.7 12.7 Adj Reference Time (s) 0.0 24.8 16.7 16.7 Summary, ~ WB NB SB Combined Protected Option (s) NA 24.8 Permitted Option (s) Err 24.8 Split Option (s) 0.0 41.4 Minimum (s) 0.0 24.8 24.8 T_ Right Turns _WBR Adj Reference Time (s) 21.2 Cross Thru Ref Time (s) 24.8 Oncoming Left Ref Time (s) 0.0 Combined (s) 46.0 5 Intersection Summa Intersection Capacity Utilization 38.3% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site ' 120: Coverstone Dr & Lot 3 Entr #1 10/01/2020 Int Delay, s/veh 2.6 Woverne` UUBL WBfZ NL SBT " `` mm 1� x �\ ......., > N ,.,..,.� ,. .. f.F.',t t: ... ,,.0.(,.. . n .�.a�i�Y .. '=. %. za��\F\� �,,. Lane Configurations Traffic Vol, veh/h 0 , r 232 tT tt 626„. Future Vol, veh/h 0 232 626 0 0 382 Conflicting'Peds, #/hr 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None -one=„"None` Storage Length 0 - Veh in Median Storage, 0 `- 0 0` Grade, % 0 - 0 0 Peak Hour Factor 92 . = ; 92 92- Heavy Vehicles, % Mvmt Flow 0 0 0 252 4 0 0 10 680 0 0 415 , ` MajorJMtnor�,�„ Mm_or1 Matorl MW „ Conflicting Flow All 340 0 0 Stage 1 Stage 2 Critical Hdwy 69 Critical Hdwy Stg 1 - - - Critical "Hdwy Stg 2 - - e. Follow-up Hdwy 3.3 Pot Cap-1 Maneuver �0 662 Stage 1 0 - - - 0 - Stage 2 0 0 .,... Platoon blocked, % Mov Cap-1 Maneuver, Mov Cap-2 Maneuver - - - - - - �, Stage 1-.- Stage 2 - - - - .. r ... � $ 'A 1 7a ff � �n _ �SB po�a HCM Control Delay, s 13.7 HCM LOS B - , MnorLane/Maor Mvmt, NBTjNBRWBLn1„'�SBfi ,. a. �. „� �,... _ �� „w.a.�,..7, Capacity (veh/h) - - 662' HCM LaneV/C Ratio - 0 381 F HCM Control Delay, (s) HCM Lane LOS B HCM 95th %otileQ(veh) J One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni Intersection Capacity Utilization 2028 Build PM On -Site 121: Coverstone Dr & Lot 3 Entr #2 10/01/2020 I Movement WBL WBR NBT NBR SBL SBT Lane Configurations y T� t Volume (vph) 5 22 604 5 253 129 ' Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 ' Volume Combined (vph) 27 0 609 0 253 129 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.87 0.85 1.00 0.85 0.95 1.00 ' Saturated Flow (vph) 1652 0 1898 0 1805 1900 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 ' Protected Option Allowed No Yes Yes Reference Time (s) 0.0 38.5 0.0 16.8 8.1 Adj Reference Time (s) 0.0 42.5 0.0 20.8 12.1 Permitted Option Adj Saturation A (vph) 110 1898 120 1900 Reference Time A (s) 29.4 38.5 252.3 8.1 Adj Saturation B (vph NA NA NA NA Reference Time B (s) NA NA NA NA Reference Time (s) 38.5 252.3 Adj Reference Time (s) 42.5 256.3 ' Split Option Ref Time Combined (s) 2.0 38.5 16.8 8.1 Ref Time Seperate (s) 0.4 38.2 16.8 8.1 Reference Time (s) 2.0 38.5 16.8 16.8 Adj Reference Time (s) 8.0 42.5 20.8 20.8 Summary WB NB SB Combined Protected Option (s) NA 63.3 Permitted Option (s) Err 256.3 Split Option (s) 8.0 63.3 Minimum (s)T 8.0 63.3 71.3 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Leff Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 59.4% ICU Level of Service B Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 121: Coverstone Dr & Lot 3 Entr #2 10/01/2020 Int Delay, s/veh 3.1 Movement"."',,.', Lane Configurations Traffic Vol, veh/h5 22 604 5 253 129 = _. Future Vol, veh/h 5 22 604 5 253 129 Conflicting Peds, #/hr '0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None = None None Storage Length 0 - 0 - __. Veh in Median Storage, # - 0 - Grade, % 0 0 - 0 Peak Hour Factor 92_ 92` 92`�`92 92 Heavy Vehicles, % 0 0 5 0 0 29 Mvmt Flow 5 24 65 5 '275 ` 140 , MajorlMinor ,_MIno�1 _ Major1`.i t Ma or2 ay Conflicting Flow All 1350 660 0 0 662 0 Stage 1 Stage 2 690 - _ Critical Hdwy 6:4 6.2 - - , 4.1 - Critical Hdwy Stg 1 5.4 - - - Critical Hdwy Stg 2 54 - . - Follow-up Hdwy 3.5 3.3 _. ....._�_, .... - 2.2 Pot Cap-1Maneuver 168 467 Stage 1 518 - - - Stage 2 Platoon blocked, % - - - Mov Cap-1 Maneuver 119 _ 467- 936 Mov Cap-2 Maneuver 119 - - - - Stage 1 518 Stage 2 354 - - - - - HCM Control Delay, s 18 2 HCM LOS C Capacity (veh/h) - - 303 936 HCM Lane V/C Ratio - 0.097 0.294 - HCM Control Delay (s) - - - 18.2 10.4 - HCM Lane LOS - - C B HCM 95th %tile Q(veh) - - 0.3 1.2 - One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni LI u J LI Intersection Capacity Utilization 2028 Build PM On -Site 122: Coverstone Dr & Lot 3 Entr #3 10/01/2020 � � f ,` \. , Movement WBL WBR NBT NBR SBL SBT Lane Configurations 'rj'{ '+ tt Volume (vph) 0 17 592 0 0 135 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 17 0 592 0 0 135 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 0.95 Turning Factor (vph) 0.85 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 1615 0 1900 0 0 3618 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 37.4 0.0 0.0 4.5 Adj Reference Time (s) 0.0 41.4 0.0 0.0 8.5 Permitted Option Adj Saturation A (vph) 108 1900 0 1809 Reference Time A (s) 18.9 37.4 0.0 4.5 Adj Saturation B (vph NA NA NA NA Reference Time B (s) NA NA NA NA Reference Time (s) 37.4 4.5 Adj Reference Time (s) 41.4 8.5 Split Option Ref Time Combined (s) 1.3 37.4 0.0 4.5 Ref Time Seperate (s) 0.0 37.4 0.0 4.5 Reference Time (s) 1.3 37.4 4.5 4.5 Adj Reference Time (s) 8.0 41.4 8.5 8.5 Summary - WB NB SB �� Combined Protected Option (s) NA 41.4 Permitted Option (s) Err 41.4 Split Option (s) 8.0 49.9 Minimum (s) 8.0 41.4 49.4 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 41.2% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan ' One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 122: Coverstone Dr & Lot 3 Entr #3 10/01/2020 u 11fer,SeCtlOjl i s ,_ s a ems,,. „ WE " Int Delay, s/veh 0.4 Lane Configurations 'rye, tt Traffic Vol, vehlh+ e;0 �17 592 Future Vol, veh/h 0 17 592 0 0 135 Conflicting Peds, #/hr ;0 -, 0 0` 0 0 0 Sign Control Stop Stop Free Free Free Free RTChanneli2ed Norie - one one Storage Length 0 50 - Vehin Metlian Storage,# 0 = °0, - , - 0� Grade % 0 0 0 Peak Hour�Factor 92. ��92 92.... 92 92. >: "92 „r .o.... Heavy Vehicles, % .. 0 100 2 0 0 27 Mvmt Flovv 0 18,,,,,.643 0 147 -: ": `�2,��, a orlMinor MinoclMaforl7.167 J.� Conflicting Flow All 717 643 0 0 - Stage 2 74 Cnttcal Hd 6'6 7 7 Critical Hdwy Stg 1 5.4 Cnfical Hdwy Stg 1" aw,... . .. �, .. ....... , Follow-up Hdwy 3.5 4.25 - - - Pot Cap 1 Maneuver ; 384 306� ° 0 -. '' Stage 1 527 - 0 - - 9 _ Platoon blocked % - Mou Cap-1' Maneuver 384 Mov Cap-2 Maneuver 384 - - Sta e 1 527 9 . _ Stage 2946 - HCM LOS C �°` MirrorhLanetMator�Mvmt�-. �NBR;WBLn1,�k�,;,sBT ���� ��,w�� �� � ` akN WWI' _NBT Ca ,. HCM Lane V/C Ratio 0.06 HCMControlDelay(s) „.- HCM Lane LOS - - C - HCM 95th %tile.Q(veh) One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni L� Intersection Capacity Utilization 2028 Build PM On -Site 123: Coverstone Dr & Lot 3 Entr #4 10/01/2020 f- �,- t �- ',* > Movement WBL WBR NBT NBR SBL SBT Lane Configurations y T� t Volume (vph) 0 0 592 0 18 117 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 0 592 0 18 117 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 1805 0 1900 0 1805 1900 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 37.4 0.0 1.2 7.4 Adi Reference Time (s) 0.0 41.4 0.0 8.0 11.4 Permitted Option Adj Saturation A (vph) 120 1900 120 1900 Reference Time A (s) 0.0 37.4 18.0 7.4 Adj Saturation B (vph NA 1900 NA NA ' Reference Time B (s) NA 37.4 NA NA Reference Time (s) 37.4 18.0 Adj Reference Time (s) 41.4 22.0 Split Option Ref Time Combined (s) 0.0 37.4 1.2 7.4 Ref Time Seperate (s) 0.0 37.4 1.2 7.4 Reference Time (s) 0.0 37.4 7.4 7.4 ' Adj Reference Time (s) 0.0 41.4 11.4 11.4 Summary WB NB SB ~Combined Protected Option (s) NA 49.4 Permitted Option (s) Err 41.4 Split Option (s) 0.0 52.8 Minimum (s) 0.0 41.41Y_ 41.4 Right Turns � � _ n Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary ' Intersection Capacity Utilization 34.5% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. 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' e 8Sa ,ytifBS 2i8N 18N`2�8M8M"" #uauarin w £'O 4an/s `Aelaa }uI OZOZ/t.0/0� -,## a}u�] £ 10-1 *�R aQ OUOISJOA03 :£Z � 81!S-uO Wd pl!n8 9ZOZ OSMl u19 WOH Intersection Capacity Utilization 2028 Build PM On -Site 130: Coverstone Dr & Lot 4 Entr # I 10/01/2020 Movement _ WBL ^WBR NBT NBR SBL SBT Lane Configurations y T+ t Volume (vph) 3 50 542 0 8 110 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 ' Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 ' Volume Combined (vph) 53 0 542 0 8 110 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.86 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 1627 0 1900 0 1805 1900 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 34.2 0.0 0.5 6.9 Adj Reference Time (s) 0.0 38.2 0.0 8.0 10.9 Permitted Option Adj Saturation A (vph) 108 1900 120 1900 Reference Time A (s) 58.7 34.2 8.0 6.9 Adj Saturation B (vph NA 1900 NA NA Reference Time B (s) NA 34.2 NA NA Reference Time (s) 34.2 8.0 Adj Reference Time (s) 38.2 12.0 Split Option Ref Time Combined (s) 3.9 34.2 0.5 6.9 Ref Time Seperate (s) 0.2 34.2 0.5 6.9 Reference Time (s) 3.9 34.2 6.9 6.9 ' Adj Reference Time (s) 8.0 38.2 10.9 10.9 Summary '� WB NB SB Combined Protected Option (s) NA 46.2 Permitted Option (s) Err 38.2 Split Option (s) 8.0 49.2 Minimum (s) 8.0 38.2 46.2 ' Right Turns--- Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) jntersectionStir ary__.�--- ' Intersection Capacity Utilization 38.5% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 130- Coverstone Dr & Lot 4 Entr 10/01/2020 Int Delay, s/veh 1.1 Lane Configurations Traffic Vol, velh/h. 3,� 50, 542 o 8 110 Future Vol, veh/h 3 50 542 0 8 110 Conflicting, Peds, '#/Ih r 0 0 O Sign Control Stop Stop Free Free Free Free RTChan'neli'zed - None N66 one . ... ..... Storage Length 0 - 150 Yeh Ifi Median Storage, # 0 = 0 Grade, % 0 0 . ....... 0 Peak Hour Factor ::_92 '92 92 k": Heavy Vehicles, % 0 0 2 13 13 17 Mvrritflow— 3 54 58 . ...... . . ... 7— jW-7 Qk� OWN Conflicting Flow All 727 589 0 0 589 0 S. taige1:, 589 ..... . .. - Stage 2 138 . ... .... . . . - c lca w I Hd Y Critical Hdwy Stg 1 64 5.4 6.2 - 0*4'H­c6 y Follow-up Hdwy 5.4 3.5 3.3 2.317 Pot "a euver, �94 512 Stage 1 558 Platoon blocked, % 894 M­" C-1, 1 Maneuver j� Mov Cap-2 Maneuver 390: 390 512 93 ,Stage 1 558: Stage 2 885 7-- �7 _' q �% a ...... HCM Control Delay-s , HCM LdS� B 0 Calpa'cioveh/ 9 fi) ,_34 �7 HCM Lane V/C Ratio . .... . . . . 0.115 0.009 HCM Control I 1 11 .1 qptrol Delay (s), . . ...... HCM Lane LOS B A h %tile Q(veh) HCM 95t OA . . . . .. ... One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni r" I I I I I I I I I I I I t I I I I Intersection Capacity Utilization 2028 Build PM On -Site 140: Coverstone Dr & Pendleton Dr 10/01/2020 ment Lane Configurations y t r t Volume (vph) 62 285 257 6 51 61 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 347 0 257 6 51 61 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.87 0.85 1.00 0.85 0.95 1.00 Saturated Flow (vph) 1651 0 1900 1615 1805 1900 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No Yes Yes Reference Time (s) 0.0 16.2 0.4 3.4 3.9 Adi Reference Time (s) 0.0 20.2 8.0 8.0 8.0 Permitted Option Adj Saturation A (vph) 110 1900 120 1900 Reference Time A (s) 378.3 16.2 50.9 3.9 Adj Saturation B (vph NA 1900 NA NA ' Reference Time B (s) NA 16.2 NA NA Reference Time (s) 16.2 50.9 Adi Reference Time (s) 20.2 54.9 Split Option Ref Time Combined (s) 25.2 16.2 3.4 3.9 Ref Time Seperate (s) 4.5 16.2 3.4 3.9 Reference Time (s) 25.2 16.2 3.9 3.9 ' Adj Reference Time (s) 29.2 20.2 8.0 8.0 Summary �� WB NB SB Combined Protected Option (s) NA 28.2 Permitted Option (s) Err 54.9 Split Option (s) 29.2 28.2 Minimum (s) 29.2 28.2 57.5 Right Turns NBR Adj Reference Time (s) 8.0 Cross Thru Ref Time (s) 0.0 Oncoming Left Ref Time (s) 8.0 Combined (s) 16.0 Intersection Summary Intersection Capacity Utilization 47.9% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 140- Coverstone Dr & Pendleton Dr 10/01/2020 Int Delay, s/veh 8.1 Lane Configurations Y t r Traffic Vol, veh/h _62'- 285 _ 257 6 51-� 61 Future Vol, veh/h 62 285 257 6 51 61 Conflicting Peds #/h,r 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None ; .None. .. Storage Length 0 - - 150 200 - Veh in Median Storage, # ;0 0 ,: 0 Grade, % 0 - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 _< Heavy Vehicles, % 1 2 1 11 19 14 Mvmt Flow 67 310 279 7 55 66 j/Min'or „ „M�no`c1 Maor ; MajoH Mator2 ; , a Conflicting Flow All 455 279 0 0 286 0 Stage 1 279 - - - Stage 2 176 _ Critical Hdwy 6.41, 6.22 - - , 4.29 Critical Hdwy Stg 1 5.41 - - - Critical Hdwy Stg 2 Follow-up Hdwy 3.509 3.318 - 2.371 - Pot Cap-1 Maneuver 565 760 - - 1185 y Stage 1 Stage 2 Platoon blocked, % - - Mov Cap-1 Maneuver, 539 760 - - _ 1185 e Mov Cap-2 Maneuver 539 - - Stage 1 770 - - - - u Stage 2 818 _ HCM Control Delays 15.7 0 �3.7 � = HCM LOS C armor Minor.,Lane/MatorMvmt.,,,,. NBT .NBRWBLn1^.,r;,SBL,;=SBT.110 �� Capacity (vehlh) - -` 7081185 s HCM Lane V/C Ratio 0.533 0.047 - HCM Control Delay,(s) , ' - - 15.7 8.2 - HCM Lane LOS - C A - HCM 95th %tile Q(veh) - = - 3.2 0.1 - One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni H I� Intersection Capacity Utilization 2028 Build PM On -Site 150: Airport Lot (East Entr)/Lot 2 (East Entr) & Coverstone Dr 10/01/2020 } - Movement - EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T+ E; r 4� 4-3. Volume (vph) 2 147 1 6 106 12 7 0 40 76 0 13 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 150 0 0 112 12 0 47 0 0 89 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.87 0.85 0.95 0.94 0.85 Saturated Flow (vph) 0 1897 0 0 1895 1615 0 1645 0 0 1779 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 0.0 0.9 0.0 0.0 Adj Reference Time (s) 0.0 8.0 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 1596 0 1226 0 1726 0 439 Reference Time A (s) 0.0 11.3 0.0 11.0 0.0 3.3 0.0 24.3 Adj Saturation B (vph 0 0 NA NA 0 0 0 0 Reference Time B (s) 8.1 17.5 NA NA 8.5 11.4 13.1 14.0 Reference Time (s) 11.3 11.0 3.3 14.0 Adj Reference Time (s) 15.3 15.0 8.0 18.0 Split Option Ref Time Combined (s) 0.0 9.5 0.0 7.1 0.0 3.4 0.0 6.0 Ref Time Seperate (s) 0.1 9.3 0.4 6.7 0.5 0.0 5.1 0.0 Reference Time (s) 9.5 9.5 7.1 7.1 3.4 3.4 6.0 6.0 Adj Reference Time (s) 13.5 13.5 11.1 11.1 8.0 8.0 10.0 10.0 Summary EB WB NB SB Combined Protected Option (s) NA NA Permitted Option (s) 15.3 18.0 Split Option (s) 24.6 18.0 Minimum (s) 15.3 18.0 33.3 T Right Turns WBR Adj Reference Time (s) 8.0 Cross Thru Ref Time (s) 8.0 Oncoming Left Ref Time (s) 13.5 Combined (s) 29.5 ' Intersection Summary ------------________-_ Intersection Capacity Utilization 27.7% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 150: Airport Lot (East Entr)/Lot 2 (East Entr) & Coverstone Dr 10/01/2020 Intersection ,�„ Int Delay, s/veh 3.8 Lane Configurations 4+ Traffic Vol, veh/h- ° 2 147 1 6 106 12 a - 7 0 Future Vol, veh/h 2 147 1 6 106 12 7 0 Conflicting Peds,'#/hr, '0 -0 0 0 0 0. 0 0 Sign Control Free Free Free Free Free Free Stop Stop RT Channelized - ,� - . None - " - , None - Storage Length - - - 150 - - Veh in Median Storage # Q ,.,, w , ° . -0,�:� - - 0 Grade, % - 0 0 - - 0 Peak Hour Factor ' 92 . 92 k 92 92 92 .,' 92 92 Heavy Vehicles, % 27 2 27 24 5 24 1 0 Mvmt Flow '7 l 2 160 . 1 7 115 13 8 0 40 76 0 13 40 76 0 13 Stop Stop Stop _ Stop None - = None 0 - 92 92 9292' „y 1 2 0 2 43 83 0, 14 Major/Minor , M... aJor1 MajotZ-, Mj5or1,. ,,. .. „ Minor2 ,. .,. Conflicting Flow All 128 0 0 161 0 0 308 307 161 315 294 115 Stage 1 ' .. - - - 165 165 - 129 129 - . _, Stage 2 - - - - - - 143 142 - 186 165 - Critical Hdwy 4.37 = - 4.34 - 7.11 6.5 6.21 7.12 6.5. 6' 22 Critical Hdwy Stg 1 - - 6.11 5.5 6.12 5.5 Critical How Stg2 .......'.. �_. _`i.-' °, - - 5>11 5.5 - 6.12. Follow-up Hdwy 2.443 - 2.416 - - 3.509 4 3.309 3.518 4 3.318 ,- Pot Cap-1 Maneuver 1317 - 1295- = 646 ,. 610 887 638 620 937 Stage 1 v - - - - - 839 766 875 793 .,..... - Stage 2 r ., ,,.. - n-- - - - 862 783 816, 766 e,M, „ ti Platoon bl1 - MovCap Maneuver 1317 1295 - - 632 605 887 603 615 Mov Cap-2 Maneuver - - - - - - 632 605 - 603 615 - Stage 1 - - - - 837 764 - 873 '788 - Stage 2 - - - - - - 844 778 - 774 764 - u �I 7 Approac�m� h I EB ._.. HCM Control Delay, s 0:1 0.4 9.6 11.7 HCM LOS A B Minor Lane/Mayor Mvmt���NBLn1,�; �EBL.. Capacity (vehlh) .. "; 837� 317.. 17 1295 - - 636 HCM Lane V/C Ratio 0.061 0.002 - - 0.005 - - 0.152 ; . HCM Control Delay (s) 9.6 7.7 0 - 7.8 0 - 11.7 ` HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 ' - - 0.5 ' One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Pennoni Synchro 10 Report Intersection Capacity Utilization 2028 Build PM On -Site 160: Airport Lot (West Entr)/Lot 2 (West Entr) & Coverstone Dr 10/01/2020 Movement EBL EBT EBR W13L WBT- WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T+ +T+ +T+ Volume (vph) 7 109 3 2 119 4 23 0 14 27 0 43 Pedestrians ' Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 119 0 0 125 0 0 37 0 0 70 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.99 0.85 0.95 0.99 0.85 0.95 0.91 0.85 0.95 0.89 0.85 Saturated Flow (vph) 0 1887 0 0 1889 0 0 1736 0 0 1692 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 0.0 0.0 0.0 0.0 Adi Reference Time (s) 0.0 0.0 0.0 0.0 Permitted Option ' Adj Saturation A (vph) 0 1204 0 1762 0 1069 0 1603 Reference Time A (s) 0.0 11.9 0.0 8.5 0.0 4.2 0.0 5.2 Adj Saturation B (vph NA NA 0 0 0 0 0 0 Reference Time B (s) NA NA 8.1 15.9 9.5 10.6 9.8 13.0 Reference Time (s) 11.9 8.5 4.2 5.2 Adj Reference Time (s) 15.9 12.5 8.2 9.2 Split Option Ref Time Combined (s) 0.0 7.6 0.0 7.9 0.0 2.6 0.0 5.0 Ref Time Seperate (s) 0.5 6.9 0.1 7.6 1.5 0.0 1.8 0.0 Reference Time (s) 7.6 7.6 7.9 7.9 2.6 2.6 5.0 5.0 Adj Reference Time (s) 11.6 11.6 11.9 11.9 8.0 8.0 9.0 9.0 Summary EB WB , NB SB� - Combined Protected Option (s) NA NA Permitted Option (s) 15.9 9.2 Split Option (s) 23.5 17.0 Minimum (s) 15.9 9.2 !� 25.1 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) ' Intersection Summary Intersection Capacity Utilization 20.9% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 160- Airport Lot (West Entr)/Lot 2 (West Entr) & Coverstone Dr 10/01/2020 Intersecfion ., Int Delay, s/veh 3.3 Movemenfg 7 Lane Configurations,, Traffic Vol, veh/h 7 109 3 2 119 4 230 14 27 0 '' 43 Future Vol, veh/h 7 109 3 2 119 4 23 0 14 27 0 43 Conflicting Peds, #/hr ' 0 0 0 0 0 0 0 0 0 0 .0 __0'__ Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - - None Storage Length Veh, in Median Storage, # . - 0. - - 0 - - 0 - - 0 - Grade % - 0 0 - 0 0 Peak HourFactor' 92, 92 92 92 92 .; 92,',°92 92 92:.92` Heavy Vehicles, % 26 3 26 24 3 24 1 0 1 2 0 2 Mvmt Flow , 8 °� 118 3 2 �� 129 4 25 0 15 29 0 Major/Minor MajoF1,y.. Mator2; , Mmor1 Minor2! Conflicting Flow All 133 0 0 121 0 0 295 273 120 278 272 131 Stage 1 136 136. - 135 135 Stage 2 - - - - - - 159 137 - 143 137-�_, Critical Hdwy 4.36-- 4.34 - - '7.11 6.56.21 7.12 ,.a6.5 Critical Hdwy Stg 1 - - - 6.11 5.5 - 6.12 5.5 CnticalHdwy Stg 2:.- ,,, . - - ` ' -R - 6.11 5.5 612� 5_5 �� Follow-up Hdwy 2.434 2.416 - 3.509 4 3.309 3.518 4 3.318� �.. Pot Ca y 1�Maneuver „ p , „ 1316 -='� 1341�. - - 659 637 934 674 638 . ` 919 ,. Stage 1 - - - - 870 788 - 868 .. 789 - Stage2_846 787 '860 -787' Platoon blocked, % - Mov, Cap-1 Maneuver 131r6 = - 1341 - - 621 631 934' 658 632 919 Mov Cap-2 Maneuver - - - - - - 621 631 - 658 632 j Stage 1 �- - - - - 864 782 - 862 78f_ Stage 2 - - - - - 801 785 - 840 781 on tro HCM Ct Delay, s 0 5 0.1 10.4 HCM LOS B B MnorLane/Mator;Mvmt . , yN�t_n1�,4.,.EBL,". EBT „-u EBR , WBL ,WBT „WBR SBLn'1_ � ._� Capacity (veh/h) 711" 1316 - - 1341 - - 797 HCM Lane V/C Ratio 0.057 0.006 - - 0.002 - - 0.095 HCM Control Delay (s) 10.4 7.8 0 - 7.7 0 - 10 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni 7 u Intersection Capacity Utilization 2028 Build PM On -Site 170: Coverstone Dr & Lot 1 (East Entr) 10/01/2020 � � ■-- � \10� 4/ Movement EBL EBT WBT WBR SBL SBR Lane Configurations +' T Y Volume (vph) 1 82 179 6 37 6 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 83 185 0 43 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 1.00 1.00 0.85 0.94 0.85 Saturated Flow (vph) 0 1899 1891 0 1780 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No No No Reference Time (s) 0.0 0.0 Adj Reference Time (s) 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 1623 1891 119 Reference Time A (s) 0.0 6.1 11.7 43.5 Adj Saturation B (vph NA NA 1891 NA Reference Time B (s) NA NA 11.7 NA Reference Time (s) 6.1 11.7 Adi Reference Time (s) 10.1 15.7 ' Split Option Ref Time Combined (s) 0.0 5.2 11.7 2.9 Ref Time Seperate (s) 0.1 5.2 11.4 2.5 Reference Time (s) 5.2 5.2 11.7 2.9 ' Adj Reference Time (s) 9.2 9.2 15.7 8.0 Summary EB WB �SB- Combined Protected Option (s) NA NA ' Permitted Option (s) 15.7 Err Split Option (s) 25.0 8.0 ' Minimum (s) 15.7 8.0 23.7 _ Right Turns TT Adj Reference Time (s) Cross Thru Ref Time (s) ' Oncoming Leff Ref Time (s) Combined (s) Intersection Summary ' Intersection Capacity Utilization 19.8% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report ' Pennoni HCM 6th TWSC 2028 Build PM On -Site 170: Coverstone Dr & Lot 1 (East Entr) 10/01/2020 tifersection - r, z Int Delay, s/veh 1.5 Lane Configurations, Traffic Vol, veh/h 1 82 179 6 - 37 6' . _ , •. • � < , Future Vol, veh/h 1 82 179 6 37 6 Conflicting Peds, #/hr 0 1 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 0 - Veh mMedian Storage, # - 0 0 -0 Grade, % - 0 0 0 - Peak,Hour Factor 92 92 92_' 92 92 92 Heavy Vehicles, % 27 5 2 24 2 3 _ vm�i ' Mt Flov 1 89 `_f 195 � 40 , MajorlMinor . _r. Conflicting Flow All 202 0 0 290 199 Stage 1 - - - 199 Stage 2 - - - - 91 Critical Hdwy 4.37 - - - 6.42 6.' 23 Critical Hdwy Stg 1 - - - - 5.42 - CriticaLHdwy Stg 2 - - - - _.5.42 A.. .._ _... ....._..:.. _ �,� .. Follow-up Hdwy 2.443 . 3.518 3.327 Pot Cap 1 Maneuver. 1234 701" `839 Stage 1 - - - 835 - Stage 2 'blocked, '% __ , - -' 933, Platoon - - Moy Cap-_1 Maneuver 1234 = - - 700 �839 Mov Cap-2 Maneuver - - - - 700 - Stage 1 834 d. Stage 2 - - - 933 .. - HCM Control Delay, s 0.1 HCM LOS B Capacity (veh/h) 1234 - - - 717 HCM Lane V/C Ratio 0.001 - - 0.065 HCM Control Delay (s) 7.9 0 - - 10.4 HCM Lane LOS A A - B HCM95th %tile Q(veh) 0 - - - 0.2 " 1 C 0 F H One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report I Pennoni ' Intersection Capacity Utilization 2028 Build PM On -Site 180: Sheriff's Office (East Entr)/Lot 1 (West Entr) & Coverstone Dr 10/01/2020 MovementEBL EBT EBR WBL WBT WBR NBL NBT^ NBR SBL� SBT^ SBR Lane Configurations a't r tT +T r +,:� Volume (vph) 3 62 2 2 181 2 8 0 8 13 0 21 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 65 2 2 183 0 0 8 8 0 34 0 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.95 0.85 0.95 0.89 0.85 Saturated Flow (vph) 0 3609 1615 1805 3612 0 0 1805 1615 0 1691 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 0.1 0.0 0.6 0.0 Adj Reference Time (s) 8.0 0.0 8.0 0.0 Permitted Option Adj Saturation A (vph) 0 674 120 1806 0 810 0 244 Reference Time A (s) 0.0 4.7 2.0 6.1 0.0 1.2 0.0 16.7 Adj Saturation B (vph NA NA 0 3612 0 0 0 0 Reference Time B (s) NA NA 8.1 6.1 8.5 8.5 8.9 10.4 Reference Time (s) 4.7 6.1 1.2 10.4 Adj Reference Time (s) 8.7 10.1 8.0 14.4 Split Option Ref Time Combined (s) 0.0 2.2 0.1 6.1 0.0 0.5 0.0 2.4 Ref Time Seperate (s) 0.2 2.1 0.1 6.0 0.5 0.0 0.9 0.0 Reference Time (s) 2.2 2.2 6.1 6.1 0.5 0.5 2.4 2.4 ' Adj Reference Time (s) 8.0 8.0 10.1 10.1 8.0 8.0 8.0 8.0 Summary EB WB NB SIB Combined Protected Option (s) NA NA Permitted Option (s) 10.1 14.4 Split Option (s) 18.1 16.0 Minimum (s) 10.1 14.4 24.5 Right Turns EBR NBR Adj Reference Time (s) 8.0 8.0 Cross Thru Ref Time (s) 8.0 8.0 Oncoming Leff Ref Time (s) 10.1 8.0 Combined (s) 26.1 24.0 Intersection Summary Intersection Capacity Utilization 21.7% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. ' One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni L HCM 6th TWSC 2028 Build PM On -Site 180: Sheriff's Office (East Entr)/Lot 1 (West Entr) & Coverstone Dr 10/01/2020 Yn—ir Int Delay, s/veh 1.7 , Lane Configurations *'t r ) ''2' tT *T r* Traffic Vol, veh/h 3 62 2 181.. _2' 8 0 8 13 0 21 Future Vol, veh/h 3 62 2 2 181 2 8 0 8 13 0 21 Conflicting Peds, #/hr 0 0 0 0 0 0- 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - -None : �: - -None - - None Storage Length - 190 150 - - - 0 - - Veh in Median Storage, # - 0 -0 0 - Grade, % - 0 - 0 - 0 - - 0 Peak Hour Factor 921 92 92 92 � < 92 92 92 „ 92 °92 92 92 .. 92 , Heavy Vehicles, % 26 7 0 0 2 24 0 0 0 2 0 3 Mvmt Flow 3 67 2 2' 197 2 9 0 9 14 " 0 23 MalorlMinor .. Ma1or1 ,. , . .�, Major2'" Minor1�, Mihor2;.. Conflicting Flow All 199 0 0 69 0 0 176 276 34 242 277 100 Stage 1 _ : 73._.. .73... 202 202 Stage 2 - - - - - - 103 203 - . 40 75 - Critical Hdwy 4.62 - - 4.1 �e - 7 5 6.5 6.9 7.54 6.5 6.96 Critical Hdwy Stg 1 - - - - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 5 5 :6.54 5.5 Follow-up Hdwy 2.46 - 2.2 - 3.5 4 3.3 3.52 4 3.33 FofCa -1 Maneuver p 1212 ` - 1545 ° .. 776 635 1038 692 634, -933 Stage 1 - - - - - 934 838 - 781 738 . . Stage 2 - �- -„ - 897737 "- 970 836 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1212 - ` - 1545 - 754 632 t038 684 631 933 Mov Cap-2 Maneuver - - - - - - 754 632 - 684 631 - Stage 1 - - - - - 931 835 - 779 737 - Stage 2 - - - - - - 874 736 - 959 833 - HCM Control Delay, s 0:4 01 9.6, HCM LOS A A Minor L'anelMajorMvmt , NBLn1`.NBLn2"', .EBL; :.EBT',;,EBR „`WBL :UVBTw„WBRSBLn1=,. ...;�,,, . , . ,;.,; 777 Capacity (veh/h) 754 .1038 1212 - - 1545 - - 819 HCM Lane V/C Ratio 0.012 0.008 0.003 - 0.001 - - 0.045 HCM Control Delay (s) -9.8 8.5 8 0 - 7 3 - - 9.6 HCM Lane LOS A A A A - A - A HCM 95th %tile Q(veh) 0 0 0 - - 0 - - 0.1 One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni d- 1 11 1 I r� Intersection Capacity Utilization 2028 Build PM On -Site 190: Lot 5/6 (West Entr) & Pendleton Dr } 10/01/2020 Movement EBL - EBT EBR WBL WBT WBR NBL NBT �TNBR SBL SBT SBR Lane Configurations +' r +,;� 4 4� Volume (vph) 12 29 18 0 193 0 79 0 0 0 0 76 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 41 18 0 193 0 0 79 0 0 76 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.99 0.85 0.95 1.00 0.85 0.95 0.95 0.85 0.95 0.85 0.85 Saturated Flow (vph) 0 1872 1615 0 1900 0 0 1805 0 0 1615 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 1.3 0.0 0.0 0.0 Adj Reference Time (s) 8.0 0.0 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 339 0 1900 0 120 0 1615 Reference Time A (s) 0.0 14.5 0.0 12.2 0.0 78.8 0.0 5.6 Adj Saturation B (vph NA NA 0 1900 0 0 0 1615 Reference Time B (s) NA NA 0.0 12.2 13.3 13.3 0.0 5.6 Reference Time (s) 14.5 12.2 13.3 5.6 Adj Reference Time (s) 18.5 16.2 17.3 9.6 Split Option Ref Time Combined (s) 0.0 2.6 0.0 12.2 0.0 5.3 0.0 5.6 Ref Time Seperate (s) 0.8 1.8 0.0 12.2 5.3 0.0 0.0 0.0 Reference Time (s) 2.6 2.6 12.2 12.2 5.3 5.3 5.6 5.6 Adj Reference Time (s) 8.0 8.0 16.2 16.2 9.3 9.3 9.6 9.6 Summary EB WB NB SB Combined Protected Option (s) NA NA Permitted Option (s) 18.5 17.3 Split Option (s) 24.2 18.9 Minimum (s) 18.5 17.3 35.8 Right Turns ^^! EBR Adj Reference Time (s) 8.0 Cross Thru Ref Time (s) 9.6 Oncoming Left Ref Time (s) 16.2 Combined (s) 33.8 Intersection Summary Intersection Capacity Utilization 29.8% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. I One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 190: Lot 5/6 (West Entr) & Pendleton Dr 10/01/2020 Int Delay, s/veh 4.5 Lane Configurations Traffic Vol, veh/h 12 - "29 18; 0 193 0,' --79 0 0 0 0 76 Future Vol, veh/h 12 29 18 0 193 0 79 0 0 0 0 76 Conflicting Peds, khr 0," 0 0 0 0. 0„> ;0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized = None - - None - None - - None Storage Length Veh inMedianStorage, #. - . , 0 - - 0 - - 0 - - 0 Grade, % 0 - - 0 0 - - 0 Peak Hour Factor • `92 92 92 92 92 92 . v 92 , 92 92 92 92 Heavy Vehicles, % 22 18 15 100 2 ,. 100 3 0 0 0 0 2 Mvmt Flow ,=13 � -32 ' 20' 0.,,,.; 86 � � 0 0 "0 0 - 83 " Conflicting Flow All 210 0 0 52 0 0 310 268 32 278 288 210 Stage 1 - - -- _ - - 58 . 58 - 210 210 - - Stage 2 -� - - 252 210 68 78 _ Critical Hd 'Y 4:32 a-- 51 - 7.13 �6.5 _ 6.2 7.1 6.5 _6.22 Critical Hdwy St 1 Y 9 - - - - 6.13 5.5 - 6.1 5.5 Critical Hdwy Stg ?..... , 6� 13 _. 5.5 . 6.1, 5.5 a -..' Follow-up Hdwy 2.398 3.1 - 3.527 4 3.3 3.5 4 ......... , 3.318 Pot Cap-1 Maneuver 1250 - 1103. 641 641 1'048 678 625 830 Stage 1 - - - 951 851 797 732 Stage 2�- _" - '750 ". 732 - 947 834 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1250 = _- 1103 - - :634 1048 673 618 �830 Mov Cap-2 Maneuver - - - - _572 - - 572 634 - 673 618 - Stage 1 - - - 941 842 - 788 732 - �. Stage 2 - - - - - - 675 732 - 937 825 - HCM Control Delay,,,s ... 1_6......,' 0 12.4 9.8 HCM LOS B A .......... Mihor Larne/Major Mvmt NBln1s EBL EBT ?:; EBR' WB,L WBT ..WBR..SBLn1 . Capacity (veh/h) 572 1250 - _ .,, - 1103 - - 830 HCM Lane V/C Ratio 015 0.01 - - - - 0.1 HCM Control Delay (s) 12 4 7.9 0 " - " 0 - - 9.8 HCM Lane LOS B A A - A - A HCM 95th %tile Q(veh) 0.50 -: ;, - 0 0.3 One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni J L� r r CI Intersection Capacity Utilization 2028 Build PM On -Site 200: Lot 5/6 (East Entr) & Pendleton Dr 10/01/2020 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Ti *Ti +Ti 14+ Volume (vph) 4 19 6 0 138 0 28 0 6 6 0 27 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No No No Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 0 29 0 0 138 0 0 34 0 0 33 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.96 0.85 0.95 1.00 0.85 0.95 0.93 0.85 0.95 0.87 0.85 Saturated Flow (vph) 0 1828 0 0 1900 0 0 1774 0 0 1652 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00 Protected Option Allowed No No No No Reference Time (s) 0.0 0.0 0.0 0.0 Adi Reference Time (s) 0.0 0.0 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 597 0 1900 0 519 0 1735 Reference Time A (s) 0.0 5.8 0.0 8.7 0.0 7.9 0.0 2.3 Adj Saturation B (vph NA NA 0 1900 0 0 0 0 Reference Time B (s) NA NA 0.0 8.7 9.9 10.3 8.4 10.4 Reference Time (s) 5.8 8.7 7.9 2.3 Adj Reference Time (s) 9.8 12.7 11.9 8.0 Split Option Ref Time Combined (s), 0.0 1.9 0.0 8.7 0.0 2.3 0.0 2.4 Ref Time Seperate (s) 0.3 1.2 0.0 8.7 1.9 0.0 0.4 0.0 Reference Time (s) 1.9 1.9 8.7 8.7 2.3 2.3 2.4 2.4 Adj Reference Time (s) 8.0 8.0 12.7 12.7 8.0 8.0 8.0 8.0 Summary EB WB NB SB Combined Protected Option (s) NA NA Permitted Option (s) 12.7 11.9 Split Option (s) 20.7 16.0 Minimum (s) 12.7 11.9 24.6 Right Turns T Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Leff Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 20.5% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni !uouuad }joda�j 06 oagouAS panoidwl Nd pl!n8 8ZOZ 20Z/060 aa}sagou!M - lRd 6011s!601 au0 r L 0 0 0v' 6 0 )bal!}% [4W }56 H d - d - d d d S0I auel NOH £ 6 - 0 A L L �6 6 `(s) le!aa loauo0 NOH 1 6b0 0 £00'0 8b0 0 011e�1 0/A Guel WOH 0m £Z£l tiL1� (y/yan)r(}ioede F _. d v S0] NOH v E 6 6 6 0 L 6 s r(elap loa�uo0 NOH Fi A� \\a9�� i�.a \ �S �✓?...5.....�v\\��\ �\aVi���+.v:.:���1..»w.a.e.. �. ^+�#.,,, �, "4M1t�� � tl�' b/�/�� f ;,3 e� . S. 1 iww. _ 998 996 LLL Ne - - Z a6e}S r LLL 698 086 _.�968� - UZ £91 - £6L b£L - - - - - aannaueW Z-de0 AON �. v 668„�vv 0 t L E91 £ti0, £ 6t, �£L . ; . - - 0£ 6 - `£Z£ I �annaueW"6 de0 �o�,j . % paloolq uoo}e!d LLL LE87,v Z a6e}S - LLL M Le £86 t�a6e}S Z�L£Z£� Wl 0} d ,... aannaue de o 60£'£ ti 9£5'£ 5ti£'£ ti MT 6'£ - - 68£'Z AMpH dn-mollod Zb`9,, •- _ Z 6}SaatpH leoiu ' S 9 b6 9 9'9 bZ 9�` 5�9, L 'SZ'9" ' 9`9 Z6'9 Z�:L 6 61S AMpH IeoquO G 5..:. _ i� �!�pH leoi}u v �a v� ." ....: ...�'�l � :,G;£ "e w - 9£ 9£ 05l 996 - - - Z abe}S G a6e}S r 09L 996 9Z £86 86L 0 0 0 0, og� IldMold 6,1ulloil}uyoo %M Y� � .4���F \CF y$Y�2t�O �. .S-��YY�"S�ti�y�d� .<iJ�1iu1�. �\������SR 'h��y ��Q��� %8Z �\� F�S�s k4 � V�� eW i '•�. f`�'' "��J� GW w�� ��Ui[�/�0 G..... i+a 0 1 L 0 0£: 0 - 09� 0 L �z tr ,. ^^°I� }wnN 6 0 t 9 0 Z .. , .: ON Z 006 K 66 2 % `sa ONOA AneaH .__.. Z6 .,..Z6 Z6Z6 Z6' Z6 Z6;y Z6 Z6,, Z66 ao}oed anoj j dead 0 0 0 0 % pe0 - 0 0 - - _ 0 0 ## `a o}S ueipaN ui ua - - - - - - - - - y;6ual abeio}S auoN°auoN= do}S do}S do}S do}S do}S - do}S auoN = auoN : "- - pazgauueg0 l2i aaad aaad aaad aaaj Goad aaad loa}uo0 u61S 0 0"0 Q 0 0 0 0.:," 0 0 '0 0' aul#'sped'6ui}ag�uo _. ... LZ 0 9 9 0 8Z 0 8£6 0 9 66 t g/gan `IOA aan}nd 09 ..._...__ .. - 8£t, 0 an o of e� , suogein6! uo0 aue� 67 gan/s Aela4 }ul r OZoz/tML as uolelpuad'R aju�j lseE 9/910-1 :0 ' el!S-u0 Wd pl!n8 8ZOZ CISMl u19 WOH Intersection Capacity Utilization 2028 Build PM On -Site 210: Pendleton Dr & Lot 8 (West Entr) 10/01/2020 Movement EBL EBT WBT ' WBR SBL SBR -� Lane Configurations Volume (vph) 6 24 94 0 0 45 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 1 Volume Combined (vph) 0 30 94 0 45 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.99 1.00 0.85 0.85 0.85 Saturated Flow (vph) 0 1881 1900 0 1615 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No No No Reference Time (s) 0.0 0.0 Adj Reference Time (s) 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 466 1900 108 Reference Time A (s) 0.0 7.7 5.9 50.2 Adj Saturation B (vph 0 0 1900 NA Reference Time B (s) 8.4 9.9 5.9 NA Reference Time (s) 7.7 5.9 Adj Reference Time (s) 11.7 9.9 Split Option Ref Time Combined (s) 0.0 1.9 5.9 3.3 Ref Time Seperate (s) 0.4 1.5 5.9 0.0 Reference Time (s) 1.9 1.9 5.9 3.3 Adj Reference Time (s) 8.0 8.0 9.9 8.0 Summary EB WB SB i YCombined Protected Option (s) NA NA Permitted Option (s) 11.7 Err Split Option (s) 17.9 8.0 Minimum (s) 11.7 19.7 ' Right Turns ---.--$_0 Adj Reference Time (s) Cross Thru Ref Time (s) j Oncoming Left Ref Time (s) Combined (s) Intersection Summary Intersection Capacity Utilization 16.4% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni HCM 6th TWSC 2028 Build PM On -Site 210: Pendleton Dr & Lot 8 (West Entr) 10/01/2020 Int Delay, s/veh 2.7 Lane Configurations,' Traffic Uol,� vehlh :.° ,e `6 t 24 , e „ 94 ' 0 "' 0 45 Future Vol, veh/h 6 24 94 0 0 45 � Conf6ctingPetls, #Ihr0 0 0 0 0 0 �' Sign Control Free Free Free Free Stop ," Stop RT<Ghannelized.-.- - None - None.,. ,None Storage Length 0 - Veh mMedian Storage, # - 0 0 -� 0 - Grade % 0 0 0 Peak Hour Factor 92 " ' 92 92 92 92 92 \ ,"' ; .t,......`:.. ;., .. w Heavy Vehicles, % 22 11 3 100 100 1 MVmt Flow 7 . 26'�102' _ 0 0 49 , �U x ,,,.. �...... x . aforlMinor Maaor.1,, , Mator2 y,J:.tFnor2 Conflicting Flow All 102 0 - 0 142 102 102 . Stage 2 - 40 - Critical Htlwy 4 32 -� - 7.4 6.21 .' Critical Hdwy Stg 1 - - 6.4 Critcal HdwY Stg 2 - - - 6.4 - Follow-up Hdwy 2.398 - 4.4 3.309 P.ot Cap 1 Maneuver 1374 - - 666 . __. _.... , 956" Stage 1 - - 726 Stage2 - - 781 Platoon blocked % - Mov Ca 663 - :956 Mov Cap-2 Maneuver 663 722_ = Stage 2 - - - - 781 Wan`� HCM Control Delay, s 1 '5 0 9 , " HCM LOS A .. .. �r. Minor rl+vrnEBC EBT ,WBT=UVBR,S Caac pity (veh/h) 1374 --' - 956 HCM Lane V/C Ratio 0.005 - 0.051 HCM Control DelaY(s) 7.6 0" - - 9 HCM Lane LOS A A A HCM 95th'%tile O ,veh , " ., 0 ( ). - - " 0.2 ". One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni 1I u I 1 I Intersection Capacity Utilization 2028 Build PM On -Site 220: Pendleton Dr & Lot 7/8 Entr 10/01/2020 Movement EBL EBT WBT WBR SBL SBR Lane Configurations +' T Y Volume (vph) 13 11 2 4 12 93 Pedestrians Ped Button Pedestrian Timing (s) Free Right No No Ideal Flow 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Green (s) 4.0 4.0 4.0 4.0 4.0 4.0 Refr Cycle Length (s) 120 120 120 120 120 120 Volume Combined (vph) 0 24 6 0 105 0 Lane Utilization Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Factor (vph) 0.95 0.97 0.90 0.85 0.86 0.85 Saturated Flow (vph) 0 1849 1710 0 1638 0 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 Protected Option Allowed No No No Reference Time (s) 0.0 0.0 Adi Reference Time (s) 0.0 0.0 Permitted Option Adj Saturation A (vph) 0 197 1710 109 Reference Time A (s) 0.0 14.6 0.4 115.4 Adj Saturation B (vph 0 0 1710 NA Reference Time B (s) 8.9 9.6 0.4 NA Reference Time (s) 9.6 0.4 Adj Reference Time (s) 13.6 8.0 Split Option Ref Time Combined (s) 0.0 1.6 0.4 7.7 Ref Time Seperate (s) 0.9 0.7 0.1 0.9 Reference Time (s) 1.6 1.6 0.4 7.7 Adj Reference Time (s) 8.0 8.0 8.0 11.7 Combined Protected Option (s) NA NA ' Permitted Option (s) 13.6 Err Split Option (s) 16.0 11.7 Minimum (s) 13.6 11.7 25.2 Right Turns Adj Reference Time (s) Cross Thru Ref Time (s) Oncoming Left Ref Time (s) Combined (s) Intersection Summary ' Intersection Capacity Utilization 21.0% ICU Level of Service A Reference Times and Phasing Options do not represent an optimized timing plan. One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni 11 HCM 6th TWSC 2028 Build PM On -Site 220: Pendleton Dr & Lot 7/8 Entr 10/01/2020 Int Delay, s/veh 7.6 NlovemenfEBL EBT WBR SBL�LSBR; '�M210_71M'7772W h Lane Configurations Traffic Vol, veh/h ,13 11 2, 4 Future Vol, veh/h 13 11 2 4 12 93 Conflicting Peds; #/hr -0 0"; „. „ . 0� ":0, 0 0. '°' �� ,.: Sign Control Free Free Free Free Stop Stop RT Channelized - None -' None, - None„ Storage Length t, - - 0 - Veh in Median Storage, #-��- 0 „, 0 0 Grade, % - 0 0 0 Peak, Hour Factor 92 92 92 92. ..,N,..... - so... m Heavy Vehicles, % 18 5 100 55 3 2 Mvmt Flow 14 12 �2„ 4, : , 13 '`Ay�`STD; c afoMnor € Mator2 Nltnor2 ... „bvMajorl ,,, wr w r j Conflicting Flow All 6 0 - 0 44 4 Stage - - -; Stage 2 - 40 - �, Critical 'Hdwy 4.28 Critical Hdwy Stg 1 - - 5.43 - Critical Hdwy Stg Follow-up Hdwy 2.362 - 3.527 3.318 Pot Cap-1 Maneuver 15.16-- ;�,�64 1080 „ Stage 1 - 1017 - Stage 2 •„ Platoon blocked, % - „ .._ Y „ ,. p_: Mov Ca '-1 Maneuver 1516 Mov Cap-2 Maneuver - - - - 955 - ta ge 1 = 1008. „ �, \,`,,,,,,.,., Stage 2 -- 980 - ' ` ,� HCM Control,Delay; s � _4 ' 0, .. , g g . HCM LOS A .., Capacity (Jehlh) 1516 -1064` HCM Lane V/C Ratio 0.009 - - 0.107 HCM Control Delay (s) 7.4 0 HCM Lane LOS A A - - A HCM 95th %tile 0(yeh) 0 - - 0.4 One Logistics Park - Winchester 09/29/2020 2028 Build PM Improved Synchro 10 Report Pennoni 11 F7 L I One Logistics Park Winchester Traffic Impact Study Frederick County, Virginia inia 1 ,L �7 Appendix K Synchro Sirn i raffic Analysis Output - 2024 Total Conditions with Pre -Phase A Site without Coverstone Drive WICKG20001 Revised December 2020 1 I L 11 Fi 2024 Pre -Phase A AM Sample Size Determination based on Average Delay for EB Approach (Route 50/17) at Study Intersection #3 /�o� Virginia Department t,`1,��/ of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (X,) = (1/N) (X, + XZ + X3 ... + X0 Outputs Sample Standard Deviation (S,) = d[(Z(X-X,)z)/(N-1)] Sampling Error= Z (SS/VN) Confidence Level = X,± Z (SS/VN) % of Sample Mean (E) = % Tolerance ` X, Sample Size Needed = [(Z)2 , (S,)z] / (E)2 Model Iterations Measure of Effectiveness (MOE): Confidence Interval: Tolerance Error: Number of Model Runs: Delay Run Number --spmr --- •----1--7 -2 - 6.1 — 2 29.7 3 22.1 4 31 5 23.5 6 28.5 7 29.8 8 21.8 9 35.7 10 28.6 _ 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Delay Sample Size Outputs _5175E'r N = 10.0 95% X, = 27.7 10% S, = 4.4 10 E = 2.8 Z = 1.96 Sampling Error = 2.70 95% Confidence Interval = 25.0 to 30.4 Percentage of Mean = 9.76% ` Sample Size Needed = 10 Z is the number of standard deviations awoy from the mean corresponding to the required confidence level in a normal distribution. SimTraffic Performance Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM 12/07/2020 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike EB, Performance by run numal Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.3 0.0 0.1 0.2 0.1 0.1 0.1 Total DelNeh (s) . 26.1 28.6 29.7 22.1 31.0 23.5 28.5 29.8 21.8 35.7 27.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nu RunNumber 1 ._.. r _ . 10 2. 3_ 4 ; 5 v .. Denied DelNeh (s) 0.0 Total Del/Veh (s) 27.44 30 Front Royal Pike/1 81 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23.3 24.5 23.9 28.6 27.0 31.9 27.7 , 27.5 . 30 9 27.3 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num i Run urnb�er, .� ��������.� 1 �10 � 2, 3 ��=a,�,�.4� ,5,,�, 6 t 7„.��,�����8„ ,9 r.�Av� ���;",�.,.a�a.=s 1 Denied DelNeh (s) 0.0 Total DellVeh s 48248.3 s)�__ 30: Front Royal Pike/1-81 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 46.1 48.4 �50.6 53.3 59.6 52.7 48 8 52 2 51;0. NB Ramps & Millwood Avenue/Millwood Pike SIB, Performance by run number tun Number 1. 10. , ::�. 2 3.,�._.. 4 . > _ 5 . �� . 6: . 7 8.;t ..9.� ... Avg Denied DelNeh (s) 0.0 Total DelNeh (s) ;; 56.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 . 37.2 48.9 32.2 80.8 1 34.4 45.5 57.2 41.8 25.6 46.4 = One Logistics Park - Winchester Pennoni n SirnTraffic Report I d fl I ` \ DOT Virginia or-ta �„���/ of Transportationion 2024 Pre -Phase A AM Sample Size Determination based on Max Queue for Outside EB Through Lane (Route 50/17) at Study Intersection #3 Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (X,) = (1/N) (X, + XZ + X3 --- + XN) Outputs Sample Standard Deviation (S,) = J[(E(X-X,)2)/(N-1)] Sampling Error = Z (SS/VN) Confidence Level = X,± Z (S,/VN) % of Sample Mean (E) = %Tolerance " X, Sample Size Needed = [(Z)Z - (Sj'I / (E)Z Model Iterations Queue Sample Size Outputs Measure of Effectiveness (MOE): -SPELT - N = 29.0 Confidence Interval: 95% X, = 808.3 Tolerance Error: 10% S, = 221.8 Number of Model Runs: 29 E = 80.8 Queue Z = 1.96 Run Number -speelt 1 474 Sampling Error = 80.71 2 944 9S% Confidence Interval = 727.6 to 889.0 3 510 Percentage of Mean = 9.99% 4 968 Sample Size Needed = 29 5 465 6 660 Z is the number of standard deviations away from the mean 7 969 corresponding to the required confidence level in a normal 8 432 distribution. 9 971 10 869 11 1064 12 968 13 997 14 931 15 814 16 618 17 950 18 520 19 419 20 951 21 967 22 967 23 705 24 1059 25 659 26 984 27 551 28 991 29 1064 30 1I Queuing and Blocking Report 2024 Build Ph 1A AM Run 1 2024 Pre -Phase A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement^�� �— EB EB --- EB� _ EB WB WB WB WB NB NB NB NB Directions Served L L T T L T T R L L T T Maximum Queue (ft) 202 437 479 474 282 247 256 230 262 302 257 214 Average Queue (ft) 104 69 291 305 85 132 124 57 109 132 161 134 95th Queue (ft) 164 205 488 486 178 205 209 133 198 218 232 220 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 3 3 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 1 0 0 0 Queuing Penalty (veh) 0 1 0 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement _ �NB_SB.__.__ SB SB SB Directions Served R L T T R Maximum Queue (ft) 151 146 150 1009 350 Average Queue (ft) 65 135 134 480 175 95th Queue (ft) 120 155 194 1003 463 Link Distance (ft) 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 22 28 17 2 Queuing Penalty (veh) 121 153 146 7 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement _ NB Directions Served LTR LTR Maximum Queue (ft) 90 104 Average Queue (ft) 36 21 95th Queue (ft) 67 53 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraftic Report Pennoni � I Run 2 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movemenf „t , , EBB EBEB, B78878 ..�B7$ . ,EB . ,. , Directions Served L L T T T T T L T T R L Maximum Queue (ft) �.O 178" ' 449 548 556 258 388 279 ,; 192 236` 206 , 128 .,........ ' ; 251 Average Queue ft 9 107 78 313 326 22 35 10 79 115 126 50 116 95th Queue (ft) . _ .. 167 263 524 '538 1177 95... 18,5,� 191: " " 96 210 Link Distance (ft) 460 460 587 587 587 388 388 Upstream=Blk Time ,(%) - " 0 7" 8 .� Queuing Penalty (veh) 0 46 56 Stora e Ba Dist, ft 9 , Y O 450 450 , `375 Storage Blk Time (%) 0 7 Queuing Perialty (veh) 0 15 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L T T R L T T R T T Maximum'Queue (ft) . 265 343 319 118 146 150 1168 350.<„ 566 ' 33;; - Average Queue (ft) 133 167 133 53 136 122 441 162 35 1 95th Queue ft ` 227 249 223 103 450 245; 11�' Link Distance (ft) 531 531 531 1098 494 2847 Upstream Blk Time (%) Queuing Penalty (veh)0 0 Storage Blk Time (%) 0 12 19 9 2 Queuing. Penalty�(vefi)� - 0 ,, , 64 102 75 7 _.. . _ ��,,,� �� `� . Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue'(ft) Average Queue (ft) 9465 33 26 95th Queue (ft) .a; TI 53 .,.,,,, Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist .., Storage Blk Time (%) Queuing `penaitY, (yeh) _ ��...,. . , One Logistics Park - Winchester SimTraffic Report Pennoni Run 3 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike _WBVVB_.__.NBNB EB '—EB B78 678 �WB _WB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 234 449 456 458 432 52 111 237 269 235 225 205 Average Queue (ft) 102 68 95th Queue (ft) 167 202 243 389 254 15 395 148 2 57 120 119 60 18 104 213 212 142 105 126 168 181 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 450 450 0 1 290 235 375 Storage Blk Time (%) 0 0 0 0 Queuing Penalty (veh) 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & 0 0 Millwood Avenue/Millwood Pike Movement Y NB� NB NB SB SB SB SB Directions Served T T R L T T R Maximum Queue (ft) 337 335 187 146 150 762 350 Average Queue (ft) 159 121 63 132 110 199 49 95th Queue (ft) 253 219 127 156 205 506 249 Link Distance (ft) 531 531 1098 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 14 13 8 0 Queuing Penalty (veh) 0 76 70 70 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike IMovement NB SB Directions Served LTR LTR ' Maximum Queue (ft) Average Queue (ft) 94 43 197 37 95th Queue (ft) 83 111 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) One Logistics Park - Winchester SlmTraftic Report Pennoni Run 4 Queuing and Blocking Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 EB M EB71E"7 Directions Served L L T T T T T L T T R L Maximum Queue (ft) : 999 449 546 533 191 M 435 ' r 209 199 " 238, 223 233 220 Average Queue (ft) 114 101 337 348 21 33 9 100 137 133 68 116 95th Queue (ft) �,174 314 531 �' 545 11'0, 175 73 :� " 175' 223 � 205 168 180, Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time Queuing Penalty (veh) 0 32 56 StorageBay Dist (ft) `�450 v }, 450 -'' '290 235 375 Storage Blk Time (%) 0 5 0 0 Queuing Penalty (veh) . b g Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike a BNB,t6 N6 `=SB, SB S,Bt SB B3 B� 77M Directions Served L T T R L T T R T T Maximum'Queue°(ft)' - 236 331 326v112 145 150 ..... .1:187; 350 585' 298 Average Queue (ft) 130 190 151 60 139 141 715 212 168 _. ; 23 95th Queue (ft) „ ..,207 298„ `\.. 266 y 101 1`45 187 1389 493 `°' ' ° 551 130 Link Distance (ft) 531 531 531 1098 494 2847 Upstream-Blk Time Queuing Penalty (veh) 0 0 Storage.Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 21 33 24 2 Queuing Penalty (veh) ;„ 0 114 178r r 204 7 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike � A 3L1 p {� k NB SB , � i .. � � ,�v\<�,�, � ~.'- , x r �\ , � r•��' NO IM7N , i.� Directions Served LTR LTR Maxim'Um Queue (ft) e 8 84 , Average Queue (ft) 66 29 95th Queue (ft) 145 59 e, Link Distance (ft) 278 396 Upstream ;Blk Time Queuing Penalty (veh) Storage Bay Dist (ft)" Storage Blk Time (%) Queuing penalty (veh)v One Logistics Park - Winchester SimTraffic Report Pennoni ' Run 5 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �WB Movement EB EB EB EB EB WB lWB WB NB NB NB Directions Served L L T T R L T T R L L T Maximum Queue (ft) 246 164 454 465 446 191 247 286 235 222 222 329 Average Queue (ft) 140 75 253 273 16 79 134 147 72 116 136 199 95th Queue (ft) 217 151 410 420 152 150 216 241 188 204 207 293 Link Distance (ft) 460 460 460 388 388 531 531 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 1 0 ' Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 3 1 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB SB SB SB SB Directions Served T R L T T R Maximum Queue (ft) 300 135 144 149 680 350 Average Queue (ft) 161 63 130 115 206 75 ' 95th Queue (ft) 244 105 162 213 465 311 Link Distance (ft) 531 1098 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 13 18 9 0 Queuing Penalty (veh) 0 71 98 75 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ' Movement EB NB SB Directions Served T LTR LTR Maximum Queue (ft) Average Queue (ft) 53 2 161 59 46 25 95th Queue (ft) 18 128 52 Link Distance (ft) 388 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) F]i One Logistics Park - Winchester SimTraftic Report Pennoni Run 6 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �:NR Directions Served L L T T T T T L T T R L Maximum Queue (ft) „ 226 450 532 533 154 127 109 267 289 250: 235 221 Average Queue (ft) 122 96 313 320 10 8 6 126 124 124 64 133 95th Queue (ft) 193 271 478 490 66 56 42 254 212 200 138 205 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) , s 0 3 5 Queuing Penalty (veh) 0 22 35 Storage Bay Dist (ft) �" 450 450 �_ 290„ 235 375 Storage Blk Time (%) 0 3 0 0 0 Queuing Penalty (veh) , _ ' 3: .. . 7 0 ` . ,.=1,.., .. , 0.....,,. „ Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movemehfi -, .' .. NB..: NB ...NB , , Directions Served L T T R L T T R Maximum Queue (ft) v v "241 380 345 360 147 149 1022 350 Average Queue (ft) 145 238 189 90 131 106 322 87 95th Queue (ft) 223 _ 361 337 204 158 209 875 337 _. . Link Distance (ft) 531 531 531 1098 Upstream Blk Time, (%) Queuing Penalty (veh) Storage Bay Dist (ft} ti w 300 150, 150 350 Storage Blk Time (%) 1 0 11 13 8 1 Queuing Penalty (veh) ��.._ e_" _. ,., 1 0 ,.61 ,., ..... a, �. _ 74 .. 66 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue (ft) _ = 114 ` 84 , Average Queue (ft) 40 25 95th Queue (ft)_. '87 61 Link Distance (ft) 278 396 Upstream Blk Time NO Queuing Penalty (veh) „ Storage Bay Dist (ft) = " Storage Blk Time Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 7 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike T Movement EB EB EB T EB B78 B78 B78� WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 218 450 556 551 209 418 580 201 232 240 234 211 Average Queue (ft) 109 101 324 337 22 44 21 98 124 123 66 118 ' 95th Queue (ft) 174 315 549 551 109 220 198 176 194 200 155 206 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 7 7 0 Queuing Penalty (veh) 0 48 50 1 ' Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 7 0 0 Queuing Penalty (veh) 1 15 0 1 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB B32 ' Directions Served L T T R L T T R T Maximum Queue (ft) 225 378 261 157 146 150 1168 350 25 Average Queue (ft) 139 186 142 58 136 125 518 187 1 95th Queue (ft) 220 315 250 107 145 199 1072 475 8 Link Distance (ft) 531 531 531 1098 494 Upstream Blk Time (%) ' Queuing Penalty (veh) 1 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 21 23 13 2 IQueuing Penalty (veh) 113 125 113 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ' Movement NB SB Directions Served LTR LTR Maximum Queue (ft) ' Average Queue (ft) 92 40 43 18 95th Queue (ft) 77 40 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Run 8 Queuing and Blocking Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 .ems �y� �� avemenf ��, EBM,u,,,,w.E66 EB yEB, WB WBWB. WB,tt N6' NB, NB ��� � .� «.�c.�. ".� � .�3,„ �.,�" �, cud 5� aim Directions Served L L T T L T T R L L T T Maximum'Queue'(ft) 172 169 =382 r"v " 432 . 234 220; ° 171 " 225` 17" 255 32'2 308 Average Queue (ft) 102 50 242 271 119 109 112 54 116 130 195 150 95th Queue (ft) 162126 364 409�� 184 " " 177°175 125 183 203, Link Distance (ft) 460 460 388 388 531 531 531 Queuing Penalty (veh) Storage, Bay Dist (ft) ;, Storage Blk Time (%) 450 , ` 450 290 235 0 -"� _ 0 Queumg;Penalty�(veh) _ 0 ;.. , ....... .. �. 0. Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served R L T T R Maximum,Queue (ft) Average Queue (ft) 178 62 146�: 140 150" 146 661 299 350 136 a 95th"Queue (ft) Link Distance (ft) 131 1'46 152 532 1098 415 Q Queuing Penalty (veh) Sfora e Ba ,Dist ft 9 � 300 150 350 Storage Blk Time (%) 17 28 18 1 Queuing Penalty (ueh� . 93 ..� 149 151 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike _ §��� ��� �a; � � �a,O Directions Served LTR LTR Average Queue (ft) 35 19 95th Queue (ft) , Link Distance (ft) 71 278 45 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) . z Storage Blk Time (%) Q6e66g Penalty (veh) One Logistics Park - Winchester SimTraffic Report I Pennoni Run 9 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB _'EB _ EB EB B78 B78 B78 WB WB WB WB Directions Served L L T T R T T T L T T R Maximum Queue (ft) 253 450 551 570 423 338 401 410 199 238 217 226 Average Queue (ft) 110 141 370 391 15 42 57 37 134 115 118 54 ' 95th Queue (ft) 191 417 578 612 145 196 249 219 214 193 193 125 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 9 13 Queuing Penalty (veh) 0 61 91 ' Storage Bay Dist (ft) 450 450 290 235 Storage Blk Time (%) 0 10 0 0 ' Queuing Penalty (veh) 1 21 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement �^ NB NB NB NB NB SB SB SB Directions Served L L T T R L T T Maximum Queue (ft) 258 272 321 267 142 144 149 302 Average Queue (ft) 124 129 167 134 60 128 87 112 95th Queue (ft) 216 217 274 252 112 154 196 256 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 375 300 150 150 Storage Blk Time (%) 5 9 3 Queuing Penalty (veh) 28 52 27 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR LTR ' Maximum Queue (ft) Average Queue (ft) 72 33 64 26 95th Queue (ft) 64 56 Link Distance (ft) 278 396 Upstream Blk Time (%) ' Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) ' Queuing Penalty (veh) Ell One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A AM Run 10 2024 Pre -Phase A AM 12/07/2020 Intersection: 30- Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T L T T R L L Maximum'Queue (ft) _ 207 ` 449 554 581, 278 1 "210. �241 Average Queue (ft) 116 98 330 324 13 19 87 111 111 59 121 141 95th,Queue(ft) 191 276 497 499 100 115, 156 196 190 138 191 222 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 0 2 3 _ - Queuing Penalty (veh) 0 17 22 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 2 0 0 Queuing Penalty (veh) e 0 5 : 0, ,., 0. Intersection: 30- Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement," ��- NB 'NB NB TSB Directions Served T T R L T T R Maximum Queue (ft) 297 258 154 146 149 1012 350 Average Queue (ft) 189 137 64 125 109 249 99 95th Queue (ft) 290 243 116 173 207 678 358 Link Distance (ft) 531 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150;150 " I 350 Storage Blk Time (%) 13 15 6 1 du"e 69 79 46 3,.. d .. , . .. ..,... _.... , Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue (ft) 70 64 Average Queue (ft) 26 22 95th Queue (ft) 54 53 Link Distance (ft) 278 396 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist.(T " " Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni fl E I 11 1 11 J JI it Run 11 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement ___EB --_-.—EB EB _ EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 154 450 569 552 481 512 828 208 206 210 229 220 Average Queue (ft) 101 106 385 390 66 100 134 95 125 119 61 117 95th Queue (ft) 154 342 594 578 276 372 561 177 206 192 151 186 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 11 12 3 Queuing Penalty (veh) 0 78 85 18 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 11 0 Queuing Penalty (veh) 0 24 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L T T R L T T R 200 339 266 137 146 149 383 350 123 187 148 53 134 121 186 49 189 319 253 106 156 202 365 249 531 531 531 1098 300 150 150 350 13 15 5 0 71 83 43 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR LTR Maximum Queue (ft) 73 64 Average Queue (ft) 28 18 95th Queue (ft) 60 42 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Run 12 Queuing and Blocking Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 NCovemens ti,EB WEBS=,. B78 83 1 87 i s m ; 8 N ,EB . ,,EBB .._.. ; , a�s�i11rrB Directions Served L L T T T T T L T T R L Maximum''Queue,(ft) ..' 245 450 532 `552 �` 238 ' 416 560 166 _.. _. ,. 216 �` 314 234 257 Average Queue (ft) 130 130 320 350 16 55 58 74 115 132 71 125 95th Queue (ft) „; 220 366 531 '561 108 265 .„ 310 - 124 186 217 175 205 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time {%) 0 ' ' 4 7 " ' ' Queuing Penalty (veh) 0 29 47 Storage Bay Dist (ft) 450, 450 „ ,, `290 ; -., 23� V5 Storage Blk Time (%) 0 4 1 0 Queuing Penalty (veh) 2�b� Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Muuement�1a,�.>NB, �T Directions Served L T R L T T R Maximum Queue;(ft) 273 372 351 ; , a �168 146�150 751 350 e' Average Queue (ft) 134 240 201 58 134 121 318 112 95th Queue (ft) Link Distance (ft) 233 , 531 358 339 <110 �160�� 531 531 . 206 668 1098 Upstream'Blk Time (ON Queuing Penalty (veh) Storage Bay ,Dist ,(ft);, . 300 1350 150 5 Storage Blk Time (%) 0 u0._ .�. 17 20 15 1 Queuing Penalty (veh) 0 , _ 88 , , `„107 121 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement BNB SB a. �.� a.� �. � ��S'n�nRa� i.. . ��'.,,.�r.�'.e ` tea, �T� . �c r�� ;��e �@ti � sass Directions Served LTR LTR MaximumQueue(ft) 1`14 64 Average Queue (ft) 48 17 95thQueue (ft) 102, o.,.,., _.. ........... _ . Link Distance (ft) 278 396 _ Upstream BIk-Time „ w..y... �. . . Queuing Penalty (veh) Storage Bay Dist,(ft) . , v., Storage Blk Time (%) Queuing Penalty (veh) C One Logistics Park - Winchester SimTraffic Report I Pennoni ' Run 13 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 1 Movement ___-^� EB EB EB EB B78 B78 WB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 196 154 402 436 434 561 155 189 292 235 283 219 Average Queue (ft) 103 59 238 244 16 20 71 107 128 58 137 138 95th Queue (ft) 160 123 362 376 148 192 134 175 228 150 222 203 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB �NB NB SB SB SB SB +TB32 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) T T R L T 489 436 300 146 150 237 193 60 137 131 401 346 151 148 201 531 531 300 150 150 3 0 21 22 3 0 117 120 T R T 1168 350 285 591 187 36 1379 474 163 1098 494 10 0 350 24 1 203 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement . NB SB . Directions Served LTR LTR Maximum Queue (ft) 95 86 Average Queue (ft) 36 33 95th Queue (ft) 68 65 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Run 14 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L L 196 449 113 111 175, 345 0 450 450 0 0 T T T T T L T T 669 ,)533 77 : 398 '',�° ,763 ,'' 189- 186 289 302 3 31 27 79 102 104 481 1. 199 261 141 174 , 177 460 460 587 587 587 388 388 1 2 1 10 14 5 290 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike R L 208 i 238 52 133 115 208 235 375 „�a a " .G, u w. e Directions Served L T T R L T T R Maximum Queue (ft) 231 , 286 272 ', 13'9 ' 144 150, 529 349 Average Queue (ft) 145 167 129 55 134 111 172 12 95th Queue 215 236 211 107 °150 _ 207 378 119 ; Link Distance (ft) � 531 531 531 1098 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) �a 1,50 150 350 �.:. Storage Blk Time (%) 11 17 4 0 Queuing Penalty�(veh) 59 91 . ,. 31, 0. Intersection: 31: Gas Station Driveway/Hotel Drivewav & Millwood Pike Movement NB SB , Directions Served LTR LTR Maximum Queue (ft) 70 -86 Average Queue (ft) 36 28 95th Queue (ft) 64 - 87 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Disf(ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report I Pennoni 0 � I Run 15 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement -_ EB EB EB EB B78 B 7 8 WB WBT WB WB NB NB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 215 177 353 370 364 444 280 176 275 172 201 246 Average Queue (ft) 111 60 214 241 13 16 91 104 108 54 119 131 95th'Queue(ft) 182 122 337 361 125 152 199 166 194 111 188 214 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 2 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB SB SB SB �SB B32 81 Directions Served T T R L T T R T T Maximum Queue (ft) 468 413 300 145 150 1216 350 603 1645 Average Queue (ft) 266 236 101 139 138 843 274 228 307 95th Queue (ft) 431 409 220 147 194 1522 511 670 1172 Link Distance (ft) 531 531 1098 494 2847 Upstream Blk Time (%) 26 22 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 6 0 31 31 30 1 Queuing Penalty (veh) 6 0 162 167 253 6 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR LTR Maximum Queue (ft) 114 43 Average Queue (ft) 37 20 95th Queue (ft) 76 41 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni � I Run 16 Queuing and Blocking Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 Movement\ EBB"`EB DEB B78 B W Directions Served L L T T R T T L T T R L Maximum Queue, (ft) 259 449 532 532\,• '+ 439 41 86 135 202, 287 235 1,98 Average Queue (ft) _. 124 122 306 ' 325 16 1 9 71 114 135 61 115 95th,Queue,(ft) 224 353 500 515 ` ''"150 14 46 : 133 194 \, 235 ; 170 182i Link Distance (ft) 460 460 460 587 587 388 388 Upstream �BIk Time (°(°)� �: 1 2 .. Queuing Penalty (veh) 0 5 18 Storage Bay Dist (ft)°°� , 450 450 =290,,,' 235 375 Storage Blk Time (%) 0 1 1 0 Queuing Perialty(veh)., .. .... .. Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike MovemB NBt NB, Directions Served L T T R L T T R T T Maximum Queue„(ft} 250„ 372' 345 28& 146 150 1204 "' 350' 583 239\ Average Queue (ft) 134 186 151 69 135 130 450 ... ,,..._ . . 125 67 19 95th Queue ft 203 318 284161, „156 200 , ' 1109. 400 Link Distance (ft) 531 531 531 1098 494 2847 UpstreamBlk Time (%) 7 ., 3\\na Queuing Penalty (veh) 0 0 Storage Bay Dist (ft):: ... 300 150 150 350 v 3 v Storage Blk Time (%) 0 0 20 18 7 _ ...., . ...i .. ... 1 Queuing Penalty (ueh)_.. 0 \ 0 105 95 - _ 58 4 _ _ \ ..,. . \ Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served LTR LTR Maximum Queue Average Queue (ft) e 45 95th Queue (ft) 5 -_ s 852 Link Distance (ft) 278 396 Upstream Blk Time (%) v 'v� v„ , . ; v .,. Queuing Penalty (veh) . . Storage. Bay Dist h""' „ yv Storage Blk Time (%) Queuing Penalty (Veh)` One Logistics Park - Winchester SimTraffic Report Pennoni J I H I Run 17 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement TTT EB EB "EB EB B78 _ 678 B78 WB WB WB WB NB iDirections Served L L T T T T T L T T R L Maximum Queue (ft) 187 449 569 533 434 417 489 151 239 263 235 281 Average Queue (ft) 106 76 342 353 33 37 40 74 117 124 63 131 95th Queue (ft) 170 258 543 531 199 212 240 139 188 202 145 214 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 5 6 Queuing Penalty (veh) 0 35 43 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 5 0 0 ' Queuing Penalty (veh) 0 11 0 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB _NB _ _NB F_T--SB SB SB SB ' Directions Served L T T R L T T R Maximum Queue (ft) 341 387 365 300 147 150 307 339 Average Queue (ft) 139 212 177 62 132 100 142 12 95th Queue (ft) 239 344 321 150 153 195 290 116 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 2 0 10 10 5 0 Queuing Penalty (veh) 2 0 53 51 38 0 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR LTR Maximum Queue (ft) ' Average Queue (ft) 136 33 66 25 95th Queue (ft) 81 55 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 11 ' One Logistics Park - Winchester SimTraftic Report Pennoni Run 18 Queuing and Blocking Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 _._ =`EB E6.. .. EB %878,...:' WB..: WB.y .WB:u z .WB-... N6 ,,_ ,NB Directions Served L L T T T L T T R L L T MaximumQueue (ft) 319" 415 450 446 74 193 228 �192 105 206 185, 252 Average Queue (ft) 118 78 270 296 3 85 116 121 47 112 124 158 95th Queue _(ft) 211 207 406 425 25 172 207 199 i 86 :_190 231 Link Distance (ft) 460 460 587 388 388 531 531 Upstream Blk Time /o 0 0` Queuing Penalty (veh) 0 0 StorageaBay Dist (ft) 450 . 450 290 235 375 Storage Blk Time (%) 0 Queuing -'Penalty (veii) 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Mavemerif`, NB „ „NB Soria« SB SB SB SB C\ItiY �e ,sea, (r S„2Ca+Cp�.,a .5� Directions Served T R L T T R Maximum Queue'(ft) 234- 232 146 150 1104 350 Average Queue (ft) 119 59 137 142 443 137 95th Queue (ft) 187 128 148 174 903 419 Link Distance (ft) 531 1098 Upstream,BlkTime (%) _ . 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) e `300 150 150 350.. Storage Blk Time (%) 17 28 11 1� Queumg;Penalty (veh) �. . 90 153 96 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movements=" Directions Served LTR LTR MaximdM Queue (ft) 136 106 Avers g e Queue (ft) 47 27 95th Queue (ft) �_ 96 62 Link Distance (ft) 278 396 Upstream Blk Time•{%)"" " Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni i� LJ 7 I u Queuing and Blocking Report 2024 Build Ph 1A AM Run 19 2024 Pre -Phase A AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB - EB - WB WB WB WB NB NB NB NB Directions Served L L T T L T T R L L T T Maximum Queue (ft) 228 448 470 419 230 220 201 95 207 243 287 218 Average Queue (ft) 118 86 267 286 104 118 126 41 112 131 183 143 95th Queue (ft) 187 214 391 414 198 186 179 81 176 197 273 218 Link Distance (ft) 460 460 388 388 531 531 531 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB SB .T SB SB SB B32 B1 Directions Served R L T T R T T Maximum Queue (ft) 153 146 150 1204 350 566 131 Average Queue (ft) 54 134 122 558 162 74 7 95th Queue (ft) 111 163 212 1282 450 356 52 Link Distance (ft) 1098 494 2847 Upstream Blk Time (%) 13 3 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 22 31 19 1 Queuing Penalty (veh) 115 164 156 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB �SB Directions Served LTR LTR Maximum Queue (ft) 136 43 Average Queue (ft) 43 22 95th Queue (ft) 89 41 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni �J Run 20 Queuing and Blocking Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 1 overnent 7,1 B,7sB.: WB WB„ N8, ..w tU516,, Directions Served L L T T T T T L T T R L Maximum�Queue (ftj _ 304 450 559 , 536 184 415 437 ` 154 i 202 213 162 226 Average Queue (ft) 162 205 397 411 17 60 �.. 16 82 111 109 49 124 95th, Queue (ft) _ 252 479 . 572 '�597 90 260 149 142` ' '"175" �184 94 196 Link Distance (ft) 460 460 587 587 587 388 388 Upstream;Blk Time (%) 0 5 Queuing Penalty (veh) 0 40 72 Storage Bay Dist (ft) 450 450 ,, 290 235 ` 375 Storage Blk Time (%) 0 6 Queuing Penalty, (veh) 1 12 M a, Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike u_,.N,BNi Directions Served L T T R L T T R T T Maximum:Queue (ft) , 201 328 286 ,,155 144 150 1205' 350y 585 558 Average Queue (ft) 133 231 165 64 139 147 975 324 196 70 95th Queue(ft) 199 323 291 ,133 145 15�1 Link Distance (ft) 531 531 531 „ ,.. , ,,, ,..., ,... _ ............. ..... 1098 494 2847 Upstream ,Blk Time Queuing Penalty (veh) 0 0� Storage,Bay,Dist A Storage Blk Time (%) 0 28 35 36 3 Queuing Renalty°(veh) �, 149 186 306 12 i`0 \,?,` _.., ;, ,., .. _ „ ... _.., , Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 0 Movement,, %,,..#�$, yNB„- SB,�h..� r �„ u..� Z� , ., Directions Served LTR LTR Maximum Queue_(ft) 94 63. , M Average Queue (ft) 34 22� 95th Queue (ft) 66 52 ` � , Link Distance (ft) 278 396 Queuing Penalty (veh) Storage BayD"ist Storage Blk Time (%) dueuing Penalty (veh) ` One Logistics Park - Winchester SimTraffic Report Pennoni I 0 I r u Run 21 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 WB WB ^WB f WB NB NB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 200 152 564 557 143 410 176 195 197 195 226 221 Average Queue (ft) 105 48 301 311 12 28 70 111 119 57 123 140 95th Queue (ft) 157 113 516 520 72 163 140 181 179 123 195 214 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 3 2 Queuing Penalty (veh) 19 17 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 3 Queuing Penalty (veh) 6 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike T Movement NB NB NB SB SB SB SB Directions Served T T R L T T R Maximum Queue (ft) 355 300 171 146 149 731 350 Average Queue (ft) 217 177 61 136 110 237 62 95th Queue (ft) 311 288 117 152 209 564 283 Link Distance (ft) 531 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 12 16 11 1 Queuing Penalty (veh) 0 66 88 92 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement___,__ EB NB SB Directions Served T LTR LTR Maximum Queue (ft) Average Queue (ft) 20 1 114 44 67 23 95th Queue (ft) 7 98 48 Link Distance (ft) 388 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraftic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A AM Run 22 2024 Pre -Phase A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ovement -� "� Directions Served L L T T T T L T T R L L Maximum Queue (ft) 208 449 534 552 390 415 238 232 262: 235 206 224 Average Queue (ft) 130 108 302 313 20 15 115 126 149 89 112 127 95th Queue (ft) 197 314 485 489 141 1'42 229 205 238 205 175 197 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 0 1 2 Queuing Penalty (veh) 0 4 16 Storage Bay Dist (ft) 450 450� 290 235 375 Storage Blk Time (%) 0 1 0 0 Queuing Penalty (veh) 1 2 ..__ .. Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement: F mN6 NB SB 7sS6' SB B32 ; , Directions Served T T R L T T R T T Maximum Queue (ft) 389 326 287. ' 142 ., 150 1187 350 574 230 ` Average Queue (ft) 199 163 68 135 142 964 299 177 16 95th Queue (ft) 312 287 152 157 -181 1362 501 551 95 Link Distance (ft) 531 531 1098 494 2847 Upstream Blk Time (%) 24 9 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 150 „ 150. 350 Storage Blk Time (%) 0 0 20 22 33 3 Queuing, Penalty (veh) 0 0 107 122' 282 10 "' Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike M_6v6mentt Directions Served LTR LTR Maximum Queue (ft) 51 126 Average Queue (ft) 28 27 95th Queue (ft) 55 78 Link Distance (ft) 278 396 Upstream Blk Time (%) y Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing.. Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni 11 1 I � I Queuing and Blocking Report 2024 Build Ph 1A AM Run 23 2024 Pre -Phase A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 WB WB WB WB NB NB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 167 449 532 561 99 144 287 396 172 106 290 308 Average Queue (ft) 112 127 348 359 6 11 130 126 124 45 128 134 95th Queue (ft) 171 382 545 560 41 66 241 236 173 87 234 236 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 0 4 5 1 Queuing Penalty (veh) 0 27 39 3 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 4 2 0 Queuing Penalty (veh) 1 9 5 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB SB SB Directions Served T T R L T T R Maximum Queue (ft) 292 323 157 146 150 825 350 Average Queue (ft) 182 135 60 135 131 346 149 95th Queue (ft) 282 238 115 157 194 717 434 Link Distance (ft) 531 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 15 11 16 1 Queuing Penalty (veh) 0 81 57 140 4 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Movement NB SB Directions Served LTR LTR Maximum Queue (ft) 136 123 Average Queue (ft) 45 25 95th Queue (ft) 96 75 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni iI Run 24 Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Move em nth ,� EB���„ EB... EB EB Bi B78 ��W„„8�:�z.,...W� .,-, ..,..., ,,� � � ..: .LL �071WB�a���„ Directions Served L L T T T T T L T T R L Maximum Queue ft (.) 198 450 556 557 456 - 502 822 111 260 ` 30Q 235 \, 255 „ Average Queue (ft) 107 165 461 413 148 180 204 64 115 132 52 131 95th Queue (ft} 176442 652a 656 422 ,..,. 501 667 112 „ 191 218 125m 202• Link Distance (ft) 460 460 587 587 587 388 388 Upstream°Blk Time (%) __. , ..,... 0:24 e_ ,",� 29 �`` °"� _ 4 Queuing Penalty (veh) 0 175 210 27 Storage Bay Dist (ft) = „ '450 450 4 ..;. „ .. _ �..; ,,, , 290 ': �, '235 . Storage Blk Time (%) 0 24 0 0 Queuing-Penal,t veh ,Y(_.) ����,' -1 53 1 �0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement, NB�NBS SB, SB „ SB ,�1N6 ,.IB .: .. n.s..s Directions Served L T T R L T T R Maximum Queue.(ft) 246 , 289` � F134 143 '' � 150 986 "p �328 Average Queue (ft) 144 174 13168 132 128 324 100 95th Queue (ft) , 20,8 275�� 236 113 158 _ 198 771 360 Link Distance (ft) 531 531 531 1098 Upstream Blk Queuing Penalty (veh) ��' , 300 �,`' 150 150 Storage Bay Dist (ft} ,,.. ; " 350 ..__...;' ... ,.._... Storage Blk Time (%) 0 14 13 21 1 QueuingPenal'(veh}..... 0 74. ...68 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue #t 224 68 Average Queue (ft) 62 24 95th Queue (ft) 147 54 ; Link Distance (ft) _ 278 396 Upstream, Blk Time Queuing Penalty (veh) Storage Bay Dist,OO __ Storage Blk Time (%) Queuing Penalty (veh) �_ One Logistics Park - Winchester SimTraffic Report Pennoni 11 I 1 I 1 � I Queuing and Blocking Report 2024 Build Ph 1A AM Run 25 2024 Pre -Phase A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 WB WB WB WB NB NB Directions Served L L T T T T L T T R L L Maximum Queue (ft) 259 449 532 533 131 126 214 249 332 235 226 222 Average Queue (ft) 106 82 314 334 9 7 82 125 137 72 124 129 95th Queue (ft) 176 261 490 511 60 50 155 202 241 172 193 200 Link Distance (ft) 460 460 587 587 388 388 531 Upstream Blk Time (%) 0 2 2 Queuing Penalty (veh) 0 14 16 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 2 2 0 Queuing Penalty (veh) 0 5 4 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB SB SB SB SB Directions Served T T R L T T R Maximum Queue (ft) 320 304 129 142 150 574 350 Average Queue (ft) 143 109 68 131 124 236 75 95th Queue (ft) 240 210 124 161 198 479 310 Link Distance (ft) 531 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 5 16 10 1 Queuing Penalty (veh) 0 29 87 81 3 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR LTR Maximum Queue (ft) 153 64 Average Queue (ft) 61 22 95th Queue (ft) 127 46 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni � I Queuing and Blocking Report 2024 Build Ph 1A AM Run 26 2024 Pre -Phase A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T R L Maximum Queue (ft) 172 _ 449 532' 552 327 ' 432 803 , ' 228 ° 212 21 T 228 193 Average Queue (ft) 108 85 323 335 17 41 31 88 110 120 66 114 95th Queue (ft) 170 271 516 535- 128 214 277 186 166 184 171 176 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 2 3 1 Queuing Penalty (veh) 0 12 21 9 Storage Bay Dist (ft) „ ' 450 450 290 235 375 Storage Blk Time (%) 0 2 0 Queuing Penalty,(veh) 0 4 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L T T Maximum Queue (ft) „ 200 370 340 Average Queue (ft) 134 216 190 95th Queue (ft) 200 351 329 Link Distance (ft) 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist M Storage Blk Time (%) 0 Queuing Penalty (veh n e 0 �. R L T T R T 300 146 150 1168 350 .„ 175 65 129 106 400 150 9 156 160 205 1076 435,. 1098 494 3 0 300 _150 150. 350 , 0 19 20 12 1 0, 106 -,,IN, Intersection: 31: Gas Station Driveway/Hotel Drivewav & Millwood Pike Directions Served LTR LTR Maximum Queue (ft) 138 108 Average Queue (ft) 51 25 95th Queue(ft) o, 110 72„ Link Distance (ft) 278 396 Upstream-Blk Time (%) Queuing Penalty (veh) Storage Bay'Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni II LJ �J F1 Ll L F i7 � I Queuing and Blocking Report 2024 Build Ph 1A AM Run 27 2024 Pre -Phase A AM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 ~ WB WB WB WB NB NB NB Directions Served L L T T T L T T R L L T Maximum Queue (ft) 177 449 523 533 18 128 214 305 235 181 262 413 Average Queue (ft) 105 102 328 345 1 69 109 122 66 105 119 205 95th Queue (ft) 160 308 497 510 6 113 197 224 161 172 195 337 Link Distance (ft) 460 460 587 388 388 531 531 Upstream Blk Time (%) 0 1 2 Queuing Penalty (veh) 0 9 13 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 0 2 1 0 Queuing Penalty (veh) 0 3 2 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike y�lovement NB NB SB SB SB SB Directions Served T R L T T R Maximum Queue (ft) 397 288 146 149 384 350 Average Queue (ft) 156 61 133 117 186 37 95th Queue (ft) 286 146 156 201 370 213 Link Distance (ft) 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 0 13 17 10 0 Queuing Penalty (veh) 0 0 69 94 86 1 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR LTR Maximum Queue (ft) 112 104 Average Queue (ft) 45 29 95th Queue (ft) 76 63 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni � I Run 28 Queuing and Blocking Report 2024 Build Ph 1A AM 2024 Pre -Phase A AM Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 12/07/2020 Directions Served L L T T T T T L T T R L Ma- ximum°.Queu6(ft) 154' 450 566 552 223 439,,,, 342„ 192`"' 239 237 234 285 Average Queue(ft) 94 119 326 349 27 73 26 93 101 109 58 119 95th Queue (ft) 146 376 533 553 ', 129 288 ' "'' ` 171 , 171 180` 181' 129 203 Link Distance (ft) 460 . 460 587 587 587 388 388 .. 3 Upstream BlkTime (%) 0 Queuing Penalty (veh) 0 29 42 Storage�Bey Dist (ft) " " _ 450 450 � ""' ... . _.. 290 ; , � , 235 �.,. 375 Storage BlkTime (%) 0 4 0 0 _ Queum Penalt veh 9 Y( ) = ` 1 9 ,� I � F, �a 0 0 v n Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement., NBmNB NB N�5ppEZ y f% Directions Served L T T R L T T R T T Maximum Queue,(ft) „ 226. 350 263 240 147 150 = 1205 v +; 350 566 245 Average Queue (ft) 123 193 155 75 130 122 514 162 69 17 L 535 280 238 '166,,, ,.164450�°`�`��"" 354. 116', Link Distance (ft) 31 531 1098 494 2847 Upstream BlkTime (%) .. ., 12 ,. 8ti� „ .,.r.� Queuing Penalty (veh) 0 0 � Storage Bay Dist (ft) 300 . ,. F 150 150 350„ �.�..,a . _ .. Storage Blk Time (%) 18 19 13 1 Queuing Penattys(veh) ` 97 103�"".106 6. ,..,:`' Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served LTR LTR Maximum Queue (ft} 91 84 Average Queue (ft) 40 25 95th Queue (ft) ,=- 76 "54 Link Distance (ft) 278 396 Upstream Queuing Penalty (veh) Storage Blk Time (%) Queuing Penalty (yeti) One Logistics Park - Winchester SimTraffic Report Pennoni F, 1 [J 1 1 I 11 r, Queuing and Blocking Report 2024 Build Ph 1A AM Run 29 2024 Pre -Phase A AM 12/07/2020 Intersection: 30- Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement _ EB EB — EB EB EB B78 B78 B78 WB WB WB WB Directions Served L L T T R T T T L T T R Maximum Queue (ft) 186 449 556 557 533 387 507 852 199 197 251 235 Average Queue (ft) 109 193 411 418 54 91 127 144 81 112 124 55 95th Queue (ft) 171 511 629 632 314 307 411 594 168 185 211 126 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 18 22 1 4 Queuing Penalty (veh) 0 127 157 6 26 Storage Bay Dist (ft) 450 450 290 235 Storage Blk Time (%) 0 18 0 0 Queuing Penalty (veh) 1 40 0 0 Intersection: 30- Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB Y NB NB NB- NB SB SB SB TSB Directions Served L L T T R L T T R Maximum Queue (ft) 195 222 318 263 152 146 150 747 350 Average Queue (ft) 123 133 207 152 58 133 131 253 74 95th Queue (ft) 191 201 298 250 118 156 198 492 310 Link Distance (ft) 531 531 531 1098 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 9 18 6 0 Queuing Penalty (veh) 50 99 54 2 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement NB SB Directions Served LTR LTR Maximum Queue (ft) 96 43 Average Queue (ft) 35 13 95th Queue (ft) 71 34 Link Distance (ft) 278 396 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTrafric Report Pennoni 2024 Pre -Phase A PM Sample Size Determination based on Average Delay for WB Approach (Route 50/17) at Study Intersection #3 `�X IDOT Virginia Department \ of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (X,) = (1/N) (Xl + Xz + X3 ... + XN) Outputs Sample Standard Deviation (S,) = Q1(X-X,)2)/(N-1)] Sampling Error= Z (S,/VN) Confidence Level = X,± Z (S,/dN) % of Sample Mean (E) = % Tolerance ' X, Sample Size Needed = [(Z)z , (S,)z] / (E)2 Model Iterations Delay Sample Size Outputs Measure of Effectiveness (MOE):M10 N = 10.0 Confidence Interval: X, = 45.7 Tolerance Error: S, = 4.5 Number of Model Runs: E = 4.6 Delay Z = 1.96 Run Number �pe2tf 1 38.8 Sampling Error = 2.81 2 45.2 95% Confidence Interval = 42.9 Ito 48.5 3 48.9 Percentage of Mean = 6.14% Good 4 46.4 Sample Size Needed = 10 5 46.8 6 36.4 Z is the number of standard deviations away from the mean 7 48.2 corresponding to the required confidence level in a normal 8 49.3 distribution. 9 47.4 10 49.7 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 SimTraffic Performance Report 2024 Build Ph 1A PM 30: Front Roval Pike/1-81 NB Ram 2024 Pre -Phase A PM I 12/07/2020 & Millwood Avenue/Millwood Pike EB, Performance run numli Run Number � � ,� � c� apt c, 10� 2, �� � ��. ��� 3R � 5, � �_ Denied Del/Veh (s) r�� „�1 . 32.1 � , � �.�, 18.5 10.3 50.0 45.4 � 47.3 37.3 56.1 50.5 63.4 41.3 Total Del/Veh (s) y5 °" 79 0 801 78 675 3 ' 79 6 ' ' 81.7� 79.3 77.3 77.6 78 7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB, Performance by run nunle Ran Number,yti,,,j. 10, 3,4., -1 Denied DelNeh (s) Total DelNeh � 0.6 0.4 1.0 0.5 0.6 0.2 38 8 `49 7 4.5 0.2 0.7 0.8 0.2 0.5 (s)` 2 48 9 46 4 46 8 .„ 36A 48.2 49.3 47A 45 7 30 Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike NB, Performance by run num i m Run Denied Del/Veh (s) 0.9 1.2 0.1 0.8 1.1 1.7 1.6 0.1 1.6 3.9 1.3 Total Del,/Veh (s)_. 113 5, 115E 661 82 8 �97 9 140 7 144.6 75.2. 115.0 148J 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike SB, Performance by run number Run Number „ y m w �w _ , � � �� �� � �1 � �� 2�,����� 3 4 5,,��� s 6 �7 � �8� � 9' ��9 ���� Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 29 9 33 4 37 0 26 Oy 23 4„ . 31 1 44 4 34.5 35.6 38 2 33 4, „ _y One Logistics Park - Winchester Pennoni Ll- SirnTraffic Report I 2024 Pre -Phase A PM Sample Size Determination based on Max Queue for 2nd WB Through Lane (Route 50/17) at Study Intersection #3 �\\ IDOT Virginia Department '�\��,/ of Transportation Sample Size Determination Tool, Version 2.0 User Inputs Sample Size (N) = Number of Model Runs Constants Sample Mean (XS) _ (1/N) (XI + XZ + X3 ... + XJ Outputs Sample Standard Deviation (SS) = d[(1(X-Xj2)/(N-1)] Sampling Error = Z (S,/VN) Confidence Level = X5± Z (SS/VN) % of Sample Mean (E) _ % Tolerance ' Xs Sample Size Needed = [(Z)z . (SS)z] / (E)2 Model Iterations Queue Sample Size Outputs Measure of Effectiveness (MOE): —speler- N = 30.0 Confidence Interval: 95% X; = 1766.7 Tolerance Error: 10% SS = 493.4 Number of Model Runs: 30 E = 176.7 Queue Z = 1.96 Run Number —speue 1 1077 Sampling Error = 176.56 2 1535 95% Confidence Interval = 1590.1 Ito 1943.3 3 2582 Percentage of Mean = 9.99% 4 1953 Sample Size Needed = 30 5 1636 6 728 Z is the number of standard deviations away from the mean 7 1991 corresponding to the required confidence level in a normal 8 1797 distribution. 9 1942 10 1655 11 1886 12 1847 13 1433 14 2131 15 2753 16 1377 17 2307 18 1109 19 2868 20 1779 21 1333 22 1187 23 1874 24 1703 25 2070 26 1881 27 2313 28 1461 29 1434 30 1359 Run 1 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB NB B84 SB SB Directions Served T T L T T R T R R Maximum Queue (ft) 247 248 410 204 170 458 496 290 236 Average Queue (ft) 196 194 245 70 89 31 21 161 150 ' 95th Queue (ft) 273 276 374 143 156 218 163 255 220 Link Distance (ft) 212 212 587 587 371 1221 944 Upstream Blk Time (%) 19 13 3 Queuing Penalty (veh) 128 83 0 ' Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 _ B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 423 620 612 823 289 401 422 235 322 Average Queue (ft) 441 449 532 189 521 381 265 90 254 351 229 180 95th Queue (ft) 446 451 533 347 765 708 744 202 425 482 257 278 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 5 19 64 19 4 8 0 13 Queuing Penalty (veh) 0 0 483 141 30 59 3 115 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 19 51 54 0 4 25 31 Queuing Penalty (veh) 85 225 328 0 4 193 159 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' ovement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 572 327 608 497 551 475 300 237 130 89 147 36 86 50 95th Queue (ft) 611 622 610 411 133 86 94 Link Distance (ft) 531 531 531 1106 N Upstream Blk Time (%) 9 19 8 Queuing Penalty (veh) 35 73 29 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 55 1 0 0 Queuing Penalty (veh) 44 2 0 1 � I � I 1I One Logistics Park - Winchester SimTraffic Report Pennoni � I Run 1 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ' Movement ...,¢ W$� Directions Served T T LTR LTR Maximum Queue ft 358 362' . 94 , 86 ' Average Queue (ft) 62 137 35 34 95th Queue (ft) ''°243 349 71 73 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 0 2 Queuing Penalty (veh) 1 11 Storage' Bay Dist;(it) ,,,...... „ .,. Storage Blk Time (%) 0 Queum PenaIt veh Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T L TR LTR ' u >Vlaximm Queue (ft)„�, „ 84 ,148 185 31 43 152 293 a 157 v 65 109 . vv Average Queue (ft) 12 50 64 95th Queue 4 41 105 (.),.�..,..,,,. ',139 4 10 28 71 81 28 41 17 � 28 81, � 192�139,;.. 51�`�tivv,.r79,,,<. .� Link Distance (ft) 335 335 .� 1038 1038 407 467 448 a Upstream BlkTime T Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 ;, �1000 ;,Wvv,,,, Storage Blk Time (%) Queuing _,enalty�(veh) ;v ryvv Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movemenf� , .,L8.,r7.E6 „,kWBT. WB'NBN)3. NB.rt,,,NB,� N,,FSB. SB;.`SB�BE Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 139 7Z 116 159 ' 300 393 393 40437 190' 161 26 ' Average Queue (ft) 47 41 48 68 33 106 128 113 7 70 63 4 95thQueue(ft) =105 73- 88 128 �157'"v290`�� 326 r 310 24: 135 v 122 vv 16 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Tirrie'°(%) 0 �' 0 1 g� Queuing Penalty (veh) 0 2 4 Storage Blk Time (%) 0 4 Queuing Penalty (veh) 0 1 _,. I One Logistics Park - Winchester SimTraffic Report Pennoni � I Queuing and Blocking Report 2024 Build Ph 1A PM Run 2 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB �T EB WB WB WB B78 B78 NB 884 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 266 286 580 658 657 252 227 440 46 298 278 Average Queue (ft) 225 224 518 436 337 52 22 73 2 169 150 95th Queue (ft) 261 292 683 891 728 165 120 333 16 256 238 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 33 23 3 12 1 4 Queuing Penalty (veh) 218 149 0 114 8 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 6 11 Queuing Penalty (veh) 47 36 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB __ EB_ EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 364 614 617 827 289 416 431 235 264 Average Queue (ft) 441 449 532 204 589 468 416 70 324 403 235 185 95th Queue (ft) 447 451 532 298 631 692 879 158 457 421 236 262 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 1 25 67 33 8 9 3 30 Queuing Penalty (veh) 0 0 503 245 57 65 28 279 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 22 49 52 0 7 42 50 Queuing Penalty (veh) 97 216 319 0 6 325 252 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB _ NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 258 501 497 300 141 150 468 350 Average Queue (ft) 176 343 291 111 97 67 87 25 95th Queue (ft) 244 463 441 309 154 162 284 174 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 6 0 3 6 7 0 Queuing Penalty (veh) 5 1 10 21 30 1 One Logistics Park - Winchester SimTraf is Report Pennoni � I Run 2 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movemenf % :1NB, _ WB NB, SBsr777 Directions Served T T LTR LTR Maximum Queue (ft) 307 352 94 Average Queue (ft) 130 305 36 28 95th Queue (ft) 308 424 87 54 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 9 Queuing Penalty (veh) 52 Storage Bay Dist (ft)- Storage Blk Time (%) Queuing P.enalty,(veh) Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 64 163 159 9 40 - 665 752 8 159=-� 91_ 179 Average Queue (ft) 14 48 54 2 10 122 239 0 75 28 41 95th Queue (ft) 43 124 128 8 , 25 389 539 3 f- 136 65 -. 109 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 Storage Blk Time (%) 2 Queuing Penalt veh 0 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) , .- 53 125 96 118- 44" 144 124 3$ '_ 161 144 37 Average Queue (ft) 33 41 52 54 11 70 54 44 7 60 73 5 95th Queue (ft) 57 79 96 98 33 .- 144 118 164 , '23 129 128 21 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%)" Queuing Penalty (veh) Storage Bay Dist Storage Blk Time Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTraffic Report Pennoni [I Ll I --,I L✓' Run 3 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue rtSB Movement ~� EB__ EB _ WB WB WB B78 B78 B78NB-B84 SB tDirections Served T T L T T T T R T R R Maximum Queue (ft) 249 249 579 657 657 160 164 93 443 99 334 334 Average Queue (ft) 222 211 422 223 153 6 9 3 16 4 171 154 ' 95th Queue (ft) 284 293 671 602 402 55 66 32 151 34 280 254 Link Distance (ft) 212 212 587 587 460 460 460 371 1221 944 Upstream Ilk Time (%) 31 18 0 2 1 1 Queuing Penalty (veh) 202 119 0 15 10 0 ' Storage Bay Dist (ft) 580 500 Storage Ilk Time (%) 1 2 ' Queuing Penalty (veh) 5 5 Intersection: 30: Front Royal Pike/I 81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 293 619 620 803 289 432 423 235 268 Average Queue (ft) 440 449 532 159 589 367 227 91 365 406 235 171 95th Queue (ft) 445 452 532 269 617 755 700 254 468 421 235 242 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Ilk Time (%) Queuing Penalty (veh) 0 0 16 0 67 503 33 247 5 38 5 42 7 63 37 346 Storage Bay Dist (ft) 450 450 290 235 375 Storage Ilk Time (%) 17 49 56 0 7 44 50 Queuing Penalty (veh) 77 218 340 1 6 338 254 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 531 223 603 435 561 399 300 148 131 85 120 27 88 33 95th Queue (ft) 413 593 580 365 129 77 74 Link Distance (ft) 531 531 531 1106 Upstream Ilk Time (%) 0 4 1 ' Queuing Penalty (veh) 0 16 5 Storage Bay Dist (ft) 300 150 150 Storage Ilk Time (%) 31 1 0 Queuing Penalty (veh) 24 2 0 I One Logistics Park - Winchester SimTrafic Report Pennoni Run 3 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike <WB ' `WB Directions Served T T R LTR LTR Maximum Queue (ft) 367.. 372 347 M -. 82 Average Queue (ft) 252 347 43 33 23 95th Queue (ft) 480 362 223 .` 73 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time N 4 21 0 �„ Queuing Penalty (veh) 21 124 3 Storage Bay Dist (ft) Storage Blk Time (%) 4 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R T T L TR Maximum Queue (ft) 59 ,144 162 9 � 1000 �J133 , 1146 �-� 500" -) � 640 641 � _ 158 52 Average Queue (ft) 14 49 58 2 631 1016 1052 125 223 255 69 25 95th Queue (ft) 37 . ' 115 ' 123 8 1405 1275 1246 482 ` 550 600 126 53 Link Distance (ft) 335 335 1038 1038 907 907 407 407 Upstream Blk Time (%) - -.. _.. 30 59 Queuing Penalty (veh) 283 552 Storage :Bay Dist (ft) 370 270 1000 500 .' Storage Blk Time (%) 1 31 83 0 Queuing Penalty (veh), 5 813 2 „ �� Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) 91 Average Queue (ft) 40 95th Queue (ft) 75" Link Distance (ft) 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)� e .- Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report I Pennoni ' Run 4 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB NB B84� SB SB ' Directions Served T T L T T R T R R Maximum Queue (ft) 247 248 564 505 209 440 159 279 272 Average Queue (ft) 201 199 343 83 101 47 12 183 168 ' 95th Queue (ft) 280 272 572 230 175 271 72 269 249 Link Distance (ft) 212 212 587 587 371 1221 944 Upstream Blk Time (%) 15 11 5 Queuing Penalty (veh) 99 70 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike �XWB - Movement EB EB EB EB B78 B78 B78 WB WB WB NB ' Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 370 613 608 827 289 449 430 235 374 Average Queue (ft) 442 449 532 203 528 383 242 97 314 402 235 178 ' 95th Queue (ft) 446 451 533 313 727 719 664 246 467 419 235 285 Link Distance (ft) 460 460 587 587 587 388 388 ' Upstream Blk Time (%) Queuing Penalty (veh) 5 0 21 0 63 474 23 175 4 29 1 7 3 25 33 305 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 15 35 55 0 6 42 49 0 Queuing Penalty (veh) 65 156 335 0 5 329 246 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) 1 Average Queue (ft) 561 273 565 456 563 420 300 161 135 80 106 24 86 38 95th Queue (ft) 540 634 629 374 125 63 72 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 3 20 15 Queuing Penalty (veh) 11 72 55 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 0 40 1 0 Queuing Penalty (veh) 0 31 2 0 I 1 One Logistics Park - Winchester SimTraffic Report Pennoni Run 4 Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 2024 Pre -Phase A PM 12/07/2020 Directions Served_ T T LTR LTR Maximum Queue (ft)' 386 368 y Average Queue (ft) 167 341 36 31 95th Queue (ft) 381 .,,..398 '69 78 Link Distance (ft) 335 335 278 396 Upstream.BlkTime (%) - 1 16 Queuing Penalty (veh) 7 94 Storage,Bay Dist Storage Blk Time Queuing Penalt"- veh ), 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Mouemet R....., .. B .B.j . �.,..IN ,:.... x �. =B W6�,..,;_WBa, " sWB`t"aWB, ,a,.. B79 NrN.a,,.�56 Directions Served L T T R L T T R T L TR LTR Maximum"Queue=(ft) . ��� ; Average Queue (ft) 59 �.<� _ti.. 12 162 �160 30�:782 54 62 3 79 1038 437 :-1109 548 500 ' 37 46 �458 52 92 2 87 28 32 95th Queue 434 972 , ..1008 249 16 ` 152 51 68 Link Distance (ft) 335 335 1038 1038 y 907 407 407 448 UpstreamBlkTime u.., (%) .....,..iK„��,�.,,,. �.�,.. 0 �., 2 �� Queuing Penalty (veh) 0 18 Storage Bay Dist (ft} Storage Blk Time (%) 370 270 1000 36 500 , 0 Queuing Penalty (veh} 6 ......... Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum ;Queue (ft) 117 " .74 1'15 160 300 441, 454 433:" 36 Average Queue (ft) 44 40 57 75 33 177 179 168 6 70 79 8 95th Queue (ft) `<i 79 65 95 �a e .. ., . _... 137 „ 15Z 4M 449 : 454 21�` `,�,1,30 151 24 Link Distance (ft) 294 294 1918 1918 393 393 393 531 . ....,. 531 531 Upstream Blk Time (%) 11 14 23 Queuing Penalty (veh) 42 57 91 Storage Bay Dist (ft) �, 300 `° 150'' Storage Blk Time (%) 0 21 {1 Queuing Penalty(Veh)- , ; '` �, 0 . 4 One Logistics Park - Winchester SimTraffic Report Pennoni Run 5 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1 A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB _ WB WB B78 _ NB B84 SB SB� Directions Served T T L T T T R T R R Maximum Queue (ft) 262 267 578 658 551 57 440 280 398 352 Average Queue (ft) 208 203 328 144 109 2 31 15 205 187 95th Queue (ft) 288 290 542 435 275 19 218 110 318 310 Link Distance (ft) 212 212 587 587 460 371 1221 944 Upstream Blk Time (%) 20 13 0 0 3 Queuing Penalty (veh) 130 87 0 3 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 0 0 Queuing Penalty (veh) ' 0 1 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB . EB� 678 _ B78 B78 WB WB WB WB NB ' Directions Served L L T T T T T L T T R L Maximum Queue (ft) 449 450 532 436 613 607 828 289 428 448 235 374 Average Queue (ft) 441 449 532 211 537 349 178 66 344 405 235 216 ' 95th Queue (ft) 447 450 532 385 745 738 611 145 458 430 235 363 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) ' Queuing Penalty (veh) 5 0 16 0 64 481 27 199 4 32 5 34 3 29 30 281 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 13 56 54 0 8 38 52 0 Queuing Penalty (veh) 59 246 327 0 7 294 263 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' Movement NB NB NB NB SB SB_ SB Directions Served L T T R L T T Maximum Queue (ft) 572 569 561 300 142 143 167 ' Average Queue (ft) 426 544 539 214 91 36 40 95th Queue (ft) 692 563 554 411 143 110 97 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 16 42 30 ' Queuing Penalty (veh) 61 157 115 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) Queuing Penalty (veh) 4 11 74 59 1 2 1 5 1 4 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 5 , 2024 Pre -Phase A PM 12/07/2020 Directions Served T T T LTR LTR Maximum Queue (ft) 27° 375 364 97 -�� 177 ;8 Average Queue (ft) 1 169 290 42 35 95th Queue (ft) _. _ - `9 393 448 93 89° e Link Distance (ft) 388 335 335 278 e.. , ,.... 396 Upstream Blk Time (%) 0 11 Queuing Penalty (veh) 2 68 Storage Bay Dist (ft) _. M Storage BIk Time (%) 0 Queuing Penalty (veh)" 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R L TR LTR Maximum°Queue ft 40 136 154 33 _ 42 811 824 Average Queue (ft) 11 57 67 4 12 289 398 18 77 32 36 95th Queue (ft). 33 '128 147 16 32 697 849 170 132 65 a . Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Pik Time Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 1000 500 `. . 21 Storage BIk Time (%) 18 �..,_. 0 .... .......� ,��.. �e. Queuing Penalty{veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L Maximum Queue (ft) 97 70 116 364 300 Average Queue (ft) 41 35 58 151 86 95th Queue (ft) „80 61 97 270 290 Link Distance (ft) 294 294 1918 1918 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist(ft),- .. ... �300 Storage Blk Time (%) 0 Queuing Penalty (veh) 1 One Logistics Park - Winchester Pennoni T T TR L T T R 452 454 433 16 192 172 27 320 335 345 7 90 85 5 530 504 545 a ,91 163 ,, 155 1.7 393 393 393 531 531 531 30 34 60 ; 121 138 243 42 1 9 0` SimTraffic Report 1-1 L 7 II LJ r; Run 6 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection- 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB __. WB TWB WB B78 B78 NB 884 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 249 262 452 432 324 250 275 459 542 272 231 Average Queue (ft) 213 197 248 85 101 9 10 125 75 160 152 95th Queue (ft) 278 303 412 217 190 86 94 451 325 246 212 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 32 21 15 Queuing Penalty (veh) 208 137 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection- 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB . EB _ - EB EB B78 B78 678 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 459 605 624 822 289 405 422 235 374 Average Queue (ft) 437 449 532 180 541 329 316 81 262 346 223 219 95th Queue (ft) 473 451 533 314 713 745 918 181 378 472 285 367 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 6 29 66 0 31 8 16 1 7 Queuing Penalty (veh) 0 0 496 0 236 59 118 7 71 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 26 49 53 0 3 21 29 1 Queuing Penalty,(veh) 113 218 325 0 . 2 164 148 4 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 630 564 600 300 144 149 418 350 Average Queue (ft) 458 545 543 231 109 66 103 25 95th Queue (ft) 695 559 565 405 155 165 303 171 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 16 46 37 Queuing Penalty (veh) 62 172 138 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 2 74 1 5 8 8 0 Queuing Penalty (veh) 5 59 3 18 28 35 0 One Logistics Park - Winchester SimTraffic Report Pennoni Run 6 Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 2024 Pre -Phase A PM 12/07/2020 Directions Served T T LTR LTR Maximumbueue (ft) =- .' 302 306 132, - '106 _ Average Queue (ft) 17 64 36 40 95th Queue.113 206 87 90 Link Distance (ft) 335 335 278 396 ,. UpstreamBlk Time (%). ' Queuing Penalty (veh) Storage Bay Dist (ft) , Storage Blk Time (%) ..... _ �.„e.,... Queuing Penalty,, Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movemerit % fi= DEB EB B W, E WB WB WB,k N7, °N, .. F - ��n , Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 40 124 147 32 21 ;` , 62 %102 10 181 67 102 Average Queue (ft) 11 48 53 5 7 28 44 1 84 32 43 32 106 124 ... ' 19 '' `.2264 95 ,< 4, 4 Link Distance (ft) 335 335 , ,.,_,,, . 1038 1038 407 407 448 Upstream :BIk,Time Queuing Penalty (veh) Storage Bay Dist (ft) 370" 270 `"\1000 `> 500 Storage Blk Time (%) Queujng'RenaltY Intersection: 50: Front Roval Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R (u>aximum Queue (ft) 11594 550. 554 300 446 471 �6. 433`����`�� 38 _..�„,... 196 193 43 Average Queue (ft) 51 37 79 223 59 395 405 419 6 76 85 7 95th Queue (ft)my - 105 64 237 518 ` '" '239 461 479 501 a...�_. 28 Link Distance (ft) 294 294 1918 1918 393 393 .:. 393 531 531 531 Upstream`BIk Time (%) , Queuing Penalty (veh) e„ = .= �� 3 t ,. ' 6��, �` �`�49�� 85 150 200 346 �`�,` Storage Bay Dist. (ft) ; Storage Blk Time (%) 300 0 56 1 Queuing''Penalty (veh) • ,. 0 12` One Logistics Park - Winchester SimTraffic Report I Pennoni ' Queuing and Blocking Report 2024 Build Ph 1A PM 1 Run 7 2024 Pre -Phase A PM Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue 12/07/2020 ovement - _.__. EB EB WB ^1N6 WB B78 B78- 778 Directions Served T T L T T T T R T R R Maximum Queue (ft) 249 248 580 676 581 433 483 258 476 370 269 294 Average Queue (ft) 223 209 463 327 226 66 61 18 78 26 191 161 95th Queue (ft) 279 280 684 753 517 270 276 127 355 148 270 260 Link Distance (ft) 212 212 587 587 460 460 460 371 1221 944 Upstream Blk Time (%) 35 19 3 12 0 0 7 Queuing Penalty (veh) 227 121 0 113 0 1 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 5 11 Queuing Penalty (veh) 36 38 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Povement -� EB EB EB EB B78 B78 B78 WB WB WS WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 380 621 603 827 289 436 456 235 275 Average Queue (ft) 440 448 532 177 592 385 333 121 348 407 235 161 95th Queue (ft) 448 453 532 301 605 795 829 271 487 432 235 260 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 20 68 31 6 10 7 32 Queuing Penalty (veh) 0 0 507 236 47 73 71 297 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 12 45 60 0 10 39 47 Queuing Penalty (veh) 53 196 366 0 8 300 237 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' Movement NB NB NB NB SB SB . SB Directions Served L T T R L T T ' Maximum Queue (ft) Average Queue (ft) 303 159 479 385 477 352 300 152 145 98 146 54 210 46 95th Queue (ft) 248 488 483 360 150 141 105 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) ' Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 9 0 0 2 0 Queuing Penalty (veh) 7 1 1 8 0 I One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 7 2024 Pre -Phase A PM 12/07/2020 Directions Served T T R LTR LTR Maximum Queue (ft) 362 . 371 348 116 ' 64' Average Queue (ft) 226 318 12 49 36 95th Queue (ft) 431 - 454 119 89 66 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) 2 15 0 Queuing Penalty (veh) 13 93 2 Storage Bay Dist (ft) Storage Blk Time (%) 2 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R T L TR LTR Maximum Queue (ft) 55 144 216 34 =998 1085 1109 500 55 178 71 90 Average Queue (ft) 11 54 59 5 50 534 597 125 2 67 30 52 95th Queue (ft) 35 121 140 20 282 1044 1112 482 19 ; P 129 60 94 Link Distance (ft) 335 335 1038 1038 907 407 407 448 Upstream Blk Time (%) 0 2 2, Queuing Penalty (veh) 4 17 Storage Bay Dist (ft) 370 270500 Storage Blk Time (%) 0 0 47 0 Queuing Penalty (veh) 3 Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 93 74 113 114 45 225 229 190 36 -179 178 26 Average Queue (ft) 36 40 53 48 13 74 58 51 6 79 80 2 95th Queue (ft) 75 68 94 88 36 162 151 132 .21 146 154 10 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 3000 Storage Blk Time (%) 0 Queuing Penalty (veh)`" 0 'J n 1 u One Logistics Park - Winchester SimTraffic Report I Pennoni L Queuing and Blocking Report 2024 Build Ph 1A PM Run 8 2024 Pre -Phase A PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB. EB EB B78 B78 B78 WB WB WB WB _ WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 448 450 556 446 617 632 851 290 431 424 235 301 Average Queue (ft) 440 449 533 186 552 413 193 113 361 406 235 180 95th Queue (ft) 447 452 540 335 703 760 566 281 481 420 235 281 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 29 67 0 19 2 0 7 35 Queuing Penalty (veh) 0 0 501 0 141 17 3 61 327 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 14 48 51 0 12 40 50 Queuing Penalty (veh) 62 212 313 1 10 307 252 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB _ Directions Served L T T R L T T Maximum Queue (ft) 553 585 552 300 146 148 220 Average Queue (ft) 305 502 469 137 106 51 71 95th Queue (ft) 586 634 620 355 151 137 175 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 2 17 7 Queuing Penalty (veh) 7 65 24 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 59 0 2 2 1 Queuing Penalty (veh) 47 1 8 5 5 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike ' Movement WB WB WB NB SB Directions Served T T R LTR LTR Maximum Queue (ft) Average Queue (ft) 362 240 368 349 341 12 72 31 86 33 95th Queue (ft) 422 364 117 59 67 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) 2 19 0 ' Queuing Penalty (veh) 13 116 1 Storage Bay Dist (ft) Storage Blk Time (%) 2 Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTraffic Report Pennoni Run 8 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T R L TR LTR Maximum Queue(ft) 40 132 139 30 527: 1023 .. 1005 500 . 150: 72 112 Average Queue (ft) 7 55 63 4 48 504 602 107 72 26 43 95th Queue (ft) 25 r_ 118 ' '''°129 15 265 917 .; 936- 444 134 54' 84 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) e , - 0 Queuing Penalty (veh) 0 Storage B , 20 000',. 7 500 Storage Blk Time (%) 0 30 0 Queuing, Penalty (veh) �s� ,�� . ; .. �,� �� 0 5 2 Intersection: 50: Front Roval Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R MaximumQueue(#t)„ � 74,w, 76 136 116 45 13 -' .,211-' - ,_207 ,38 162 220 46. Average Queue (ft) 35 37 65 62 14 78 95 66 8 67 72 4 95th Queue (ft) ;� 73 64 �1�14 103 �, 36 166 171 � 160 ' 28 �� .,, , 145:' 140 19� Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time ,. Queuing Penalty (veh) Storage Bay Dist (ft) 300 50 1 Storage Blk Time (%) 1� QueuingFenalty u,�. Intersection: 51: Front Roval Pike & Costco One Logistics Park - Winchester SimTraffic Report I Pennoni 11 n C Queuing and Blocking Report 2024 Build Ph 1A PM Run 9 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB T WB WB B78i B78� B78 NB B84 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 250 249 580 658 657 333 318 338 458 444 308 260 Average Queue (ft) 206 202 516 438 332 87 62 12 63 36 181 158 95th Queue (ft) 278 299 638 887 715 255 239 116 319 227 275 234 Link Distance (ft) 212 212 587 587 460 460 460 371 1221 944 Upstream Blk Time (%) 24 17 7 16 3 8 Queuing Penalty (veh) 155 110 0 152 28 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 10 16 Queuing Penalty (veh) 77 53 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB 878 B78 _ B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 409 604 611 823 290 425 420 235 315 Average Queue (ft) 441 449 532 187 568 435 240 93 345 374 229 180 95th Queue (ft) 446 453 532 293 640 762 747 249 481 499 262 308 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 1 26 67 21 5 9 8 28 Queuing Penalty (veh) 0 0 499 159 36 72 77 259 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 19 52 54 0 11 38 42 Queuing Penalty (veh) 85 230 330 1 9 298 214 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 561 576 567 300 144 150 352 350 Average Queue (ft) 407 549 542 222 107 58 86 25 95th Queue (ft) 684 568 558 412 154 155 254 172 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 11 58 40 Queuing Penalty (veh) 43 217 151 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 2 81 1 1 4 7 0 Queuing Penalty (veh) 6 65 2 3 13 34 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T R LTR LTR Maximum Queue (ft) 367 389 366 77 86 Average Queue (ft) 219 272 37 32 33 95th Queue (ft) 476 502 215 6_9 72 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) .4 14 1 �- Queuing Penalty (veh) 25 86 4 Storage Bay Dist Storage Blk Time (%) 4 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T Maximum Queue ;(f#) 64 100 100 31 - 831 1043 Average Queue (ft) 17 46 48 5 75 491 95th Queue 45 100 93 16 410 1083 Link Distance (ft) 335 335 1038 Upstream Blk Time(%) - 0 Queuing Penalty (veh) 1 Storage Bay Dist (ft) 370 270, 1000 Storage Blk Time (%) 0 Queuing Penalty (veh) w, �, 0 Run 9 2024 Pre -Phase A PM 12/07/2020 T R T L TR LTR 1106 500 27 178 94.97 564 89 1� 84� 33 33 1186. 405 9= 146 68 66 1038 907 407 407 448 2 17 500 39 0 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement:...... �.. EB WB. `WB NB..' NB NB N.B, SBr. . ;; ...` ,.:°.' . ,_ ....,SB'__#. Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 160 56 118 528 WO 431 446 433 59: 143 158 42 Average Queue(ft) 65 35 49 250 69 352 377 401 11 77 88 6 95th Queue (ft), 127 55 96 464 260 511 490 531 38- 133 145 21 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%)_ 39 46 74 Queuing Penalty (veh) 158 186 299 Storage Bay Dist (ft) ��300 Storage Blk Time (%) 0 54 0 Queuing, Penalty (veh) . �. „0 12 _ 0 One Logistics Park - Winchester SimTraffic Report Pennoni L 1 1 Queuing and Blocking Report 2024 Build Ph 1A PM Run 10 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB - WB- WB B78 NB� B84 SB SB Directions Served T T L T T T R T R R Maximum Queue (ft) 269 249 479 137 206 189 476 1255 244 234 Average Queue (ft) 209 188 287 61 97 7 111 161 174 155 95th Queue (ft) 286 282 455 108 166 64 431 741 243 221 Link Distance (ft) 212 212 587 587 460 371 1221 944 Upstream Blk Time (%) 28 12 15 1 Queuing Penalty (veh) 182 75 0 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB �- EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 556 453 622 621 840 290 436 422 235 374 Average Queue (ft) 440 449 533 201 539 391 375 86 351 407 235 188 95th Queue (ft) 446 451 540 352 714 767 966 229 491 419 235 295 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 1 16 66 0 27 9 22 6 36 Queuing Penalty (veh) 0 0 491 0 201 67 165 60 335 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 19 45 56 0 12 40 49 0 Queuing Penalty (veh) 83 200 343 0 10 313 248 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB^� NB _ NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) 538 587 557 300 145 147 124 Average Queue (ft) 278 525 498 221 93 47 42 95th Queue (ft) 551 597 595 404 146 138 86 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 1 17 9 Queuing Penalty (veh) 3 64 33 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 0 62 1 2 2 Queuing Penalty (veh) 0 50 2 8 6 ' One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 10 ' 2024 Pre -Phase A PM 12/07/2020 Movement- � ,�tVB WB NB. TSB, �77 Directions Served T T LTR LTR Maximum Queue (ft) 367 - 367 70 106., . Average Queue (ft) 255 343 29 29 95th Queue ft _ 434 Link Distance (ft) 335 335 278 396 upstream.BlkTime(%)3 48 Queuing Penalty (veh) 21 108 Storage:Bay Dist (ft) .. .. __ Storage Blk Time (%) 3 eui Qung Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L. T T Maximum Queue (ft) . 40,. 255 194 Average Queue (ft) 11 54 57 95th Queue (ft) _ 31; _ - 142 128 Link Distance (ft) 335 335 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) - 370 _ Storage Blk Time Queurng Penalty (ileti) R L T T R L TR LTR 10 495 793 866 500 21'8 91 111 3 24 414 544 18 82 36 43 9 171 817 875 171' ` 155 . 74 1.407 ' 87 1038 1038 407 448 270 1000 ...... 500 w . ..... ..__ �7 gNNE Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza Directions Served LT R Maximum Queue (ft') 415 . 93 Average Queue (ft) 46 35 956Queue (ft) '92 : , 66 Link Distance (ft) 294 294 Upe, (%) _ Queuing Penalty (veh) Storage,,Bay'Dist (ft) . Storage Blk Time (%) Queuing Penalty (veh) LT R L T T TR L T T R 117 139 45 349 249 284y; 16 186 175 48 58 54 14 104 111 99 5 73 70 4 103 98 35 261 224,. 221"', 17' 157-. 147 20 1918 1918 393 393 393 631 531 531 300 0 1 0 0 P One Logistics Park - Winchester SimTraffic Report Pennoni � I Queuing and Blocking Report 2024 Build Ph 1A PM Run 11 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB NB B84 SB SB Directions Served T T L T T R T R R Maximum Queue (ft) 248 250 526 497 305 464 215 314 264 Average Queue (ft) 230 214 276 115 126 63 19 214 180 95th Queue (ft) 262 293 491 292 250 320 103 281 247 Link Distance (ft) 212 212 587 587 371 1221 944 Upstream Blk Time (%) 34 19 7 Queuing Penalty (veh) 219 122 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 324 603 611 851 289 425 427 235 375 Average Queue (ft) 440 449 532 165 590 472 260 76 356 407 235 235 95th Queue (ft) 448 453 532 263 609 751 739 207 490 425 235 386 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 5 22 68 30 7 7 7 36 Queuing Penalty (veh) 0 0 508 227 54 52 70 333 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 17 44 60 0 15 44 47 0 Queuing Penalty (veh) 75 195 364 0 13 341 237 1 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) 553 566 583 300 147 149 244 Average Queue (ft) 391 500 477 203 110 61 63 95th Queue (ft) 648 634 632 413 160 160 178 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 6 32 19 Queuing Penalty (veh) 21 118 69 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 2 54 1 4 4 3 Queuing Penalty (veh) 6 43 2 15 15 15 One Logistics Park - Winchester SimTraffic Report Pennoni IF] Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served Maximum Queue (fit) Average Queue (ft) 95th Queue (ft),: Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) T T R LTR LTR 363 364 56 92 64` 239 329 2 39 33 439 424 19 75 6­6 335 335 335 278 396 3 16 d 17 99 Storage Blk Time (%) 3 Queuing_ Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 11 , 2024 Pre -Phase A PM 12/07/2020 Moveinenf r ., ..,,_ EB. , .:;EB ?EB , ,..EB.. f.. W6,. _ .; WB...—.WB, .. WB '.. 87,9 r.^ qW .N6 NB _ TSB Directions Served L T T R L T T R T L TR LTR Maximum Queue (ft) 81 123 139 30 .. ''999 ; ,1037 1069 500 26- 183 70 91 Average Queue (ft) 16 37 44 3 113 548 622 126 1 74 26 38 95th Queue (ft) 51 98 107 14 517 ti1042 1125 482 9 129 56 74 Link Distance (ft) 335 335 1038 1038 907 407 407 448 Upstream Blk Time a. --- Queuing Penalty (veh) 0 9 Storage Bay Dist (ft) 370 270 .w "(000 500 Storage Blk Time (%) 0 0 43 0 Queuing Penalty (veh) 0 0 7 3 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue ft O 95 99 172 245 _s..,298 _ v „ > �214 -- _ 420 439-_ . 433. 38` 135� 168 _28 Average Queue (ft) 44 41 74 95 21 244 239 7 _ 66 59 5 95th Queue (ft) 82 76 136 192 111 464' 495 514 � 22 � 128 � 124 17 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time NO) - 7 8..:..- .6.. 16 ... Queuing Penalty (veh) 31 25 62 Storage Bay Dist (ff) '300' 150� Storage Blk Time (%) _ 0 15 0 Queuing Penalty (veh) .,., U One Logistics Park - Winchester SimTraffic Report Pennoni I I Queuing and Blocking Report 2024 Build Ph 1A PM Run 12 2024 Pre -Phase A PM 12/07/2020 Intersection: 10- 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement ^�� EB EB WB WB WB SB SB _ Directions Served T T L T T R R Maximum Queue (ft) 249 248 366 197 261 205 229 Average Queue (ft) 239 203 223 85 107 163 123 95th Queue (ft) 261 272 332 169 203 222 198 Link Distance (ft) 212 212 587 587 944 Upstream Blk Time (%) 48 12 Queuing Penalty (veh) 310 78 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection- 30.- Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB 878 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 445 450 551 288 614 628 687 290 415 447 235 374 Average Queue (ft) 441 449 533 157 595 322 87 85 336 408 235 182 95th Queue (ft) 445 451 542 242 606 692 415 229 485 430 235 289 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 3 25 69 40 1 1 7 37 Queuing Penalty (veh) 0 0 518 296 11 5 62 348 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 19 56 56 0 10 42 49 0 Queuing Penalty (veh) 84 246 344 0 8 329 247 0 Intersection- 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 588 602 593 300 143 150 511 350 Average Queue (ft) 420 549 548 240 105 67 108 37 95th Queue (ft) 684 577 569 411 161 172 327 214 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 15 53 39 Queuing Penalty (veh) 55 201 146 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 0 79 1 7 9 7 0 Queuing Penalty (veh) 0 63 3 25 32 32 0 One Logistics Park - Winchester SimTraffic Report Pennoni I I Run 12 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike _., WB °: WB Directions Served T T R LTR LTR Maximum Queue (ft) _- 375 369 343 201 64 Average Queue (ft) 259 346 12 45 19 95th Queue (ft) 449 362 _117 , �.126 47 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time,(%) 3 20 0 Queuing Penalty (veh) 20 122 1 Storage Bay Dist (ft), Storage Blk Time (%) 3 Queuing Penalty (veh) �0 " � . Intersection.- 40: Delco Plaza/Tulane Drive & Millwood Pike N-:7 Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 40 142 154 9 961 983 1031 500 150, .. 91 89 Average Queue (ft) 8 44 46 2 45 438 552 71 68 30 38 95th Queue (ft) 28 107 110" 850 957 360 135 ; . ;58 74 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) 0 Queuing Penalty (veh) 1 Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 0 31 0 Queuing Pen alty(veh) 2- Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB. F,.rWB .,,.NB NB , .NB.. Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 246_ 73 93 291 300 454 443 449 37 i221 131 67 Average Queue (ft) 77 35 45 123 57 328 352 365 7 63 74 10 95th Queue (ft) 170 62 80 . 223 _ . 501:- 467 512 24. 1-12- 118 35 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) �� 23 31 45 Queuing Penalty (veh) 93 124 182 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 32 Queuing Penalty (veh),. 0 7 One Logistics Park - Winchester SimTraffic Report Pennoni 11 I Run 13 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 ' Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue �TSBX Movement- EB EB WB WB WB NB B84 SB IDirections Served T T L T T R T R R Maximum Queue (ft) 250 249 494 181 224 477 246 256 258 Average Queue (ft) 243 204 225 80 104 65 28 183 162 ' 95th Queue (ft) 255 298 371 139 182 330 139 258 257 Link Distance (ft) 212 212 587 587 371 1221 944 Upstream Blk Time (%) 46 16 9 Queuing Penalty (veh) 299 102 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 978 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 449 450 532 315 605 616 840 289 438 421 235 336 Average Queue (ft) 441 449 532 154 595 399 251 57 346 405 235 187 1 95th Queue (ft) 447 451 532 240 605 739 753 151 498 418 235 292 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 3 20 67 36 5 8 6 32 ' Queuing Penalty (veh) 0 0 505 272 40 62 51 300 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 18 42 56 0 12 42 45 Queuing Penalty (veh) 80 184 344 0 10 322 231 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB I Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 556 247 566 430 547 407 300 148 141 89 147 40 102 43 95th Queue (ft) 456 640 640 351 136 122 88 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 2 8 3 Queuing Penalty (veh) 7 28 12 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 38 1 0 0 Queuing Penalty (veh) 30 1 1 1 I 1 One Logistics Park - Winchester SimTrafnc Report Pennoni Run 13 Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 2024 Pre -Phase A PM 12/07/2020 Nam.. �\\" E / \» x WR .3' .Y-✓r%` �a 3 s Vi Ie:.S�` � Directions Served T T R LTR LTR um Queue,(ft) Maxim366 „s Average Queue (ft) 384 368 223 325 25 90 39 86 31 95th Queue (ft) �= Link Distance (ft) 448421 : 335 335 177 335 76.E 278 71 396 ;< Upstream Blk Ti' e" % , Queuing Penalty (veh) 2 ""`'12 13 76 1 4 Storage>Bay is Storage Blk Time (%) 2� Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served L T T R L T T L TR LTR Maximum'Queue (ft) 39 139 162 32 44 591 644 154 67 132 Average Queue (ft) 10 62 68 4 11 189 351 84 31 51 _ 95th Queue (ft) w �,29 134 146v �'� 15 .,,�,a. 35-' 466 ''655 143 58 103' Link Distance (ft) 335 335 1038 1038 407 .-. vim...: 407448 Upstream' Blk Time {%) Queuing Penalty (veh) � Storage Bay Dist (ff) ,, M370 270 1000 Storage Blk Time (%) 7 Queuing PenaltY Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza aka , 4a WB , WB , NB.. SIB N.B. ..Y . NB. y 7, -7t , . SBS,B � a SB, SB Directions Served LT R LT R L T T TR L T T R Maximum, Queue_(ft) _ _ 6� ... Average Queue (ft) 140 96 v v�v�, 42 e 37 <135 115 „ 44 _ 62 59 14 _.., 201 v;., 84 180, . "165 69 55 `16 `204 v ,204 4 86 81 29� 3 95th Queue (ft) Link Distance (ft) 92 69, 294 294 904 \ 94 36 1918 1918 185 393 145 393 125 393 15 ; 168 169 531 531 14' 531 Upstream BlkTime(%) ., . ; „v r Queuing Penalty (veh) Stora e bay, -Dist ft Storage Blk Time 300 150 Queuing Penalty(veh)°�� _ , . .. 0 .... � v., One Logistics Park - Winchester SimTraffic Report Pennoni P, F1 I � I Queuing and Blocking Report 2024 Build Ph 1A PM Run 14 2024 Pre -Phase A PM 12/07/2020 Intersection- 10- 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB B78 NB SB SB . Directions Served T T L T T T R R R Maximum Queue (ft) 249 271 530 444 243 29 430 272 243 Average Queue (ft) 220 212 386 73 98 1 42 184 160 95th Queue (ft) 272 278 582 211 205 10 244 259 241 Link Distance (ft) 212 212 587 587 460 371 944 Upstream Blk Time (%) 30 12 2 Queuing Penalty (veh) 190 80 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 444 450 532 313 603 620 827 290 449 439 235 273 Average Queue (ft) 440 448 532 179 581 374 170 85 334 406 235 147 95th Queue (ft) 444 453 532 279 634 724 627 216 505 427 235 231 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 2 26 67 28 2 9 7 37 Queuing Penalty (veh) 0 0 505 208 12 63 63 345 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 19 37 62 0 11 47 47 Queuing Penalty (veh) 82 162 378 1 9 364 237 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) 528 640 542 300 142 149 238 Average Queue (ft) 219 461 421 150 96 44 54 95th Queue (ft) 457 602 587 362 153 124 140 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 0 4 1 Queuing Penalty (veh) 1 16 5 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 0 34 0 1 2 1 Queuing Penalty (veh) 0 27 1 4 7 6 One Logistics Park - Winchester SimTraftic Report Pennoni � I Run 14 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T R LTR LTR 383,368 m9 54 86 Average Queue (ft) 242 347 12 31 38 95th b6bue,_(ft 467 361 1191 58 76 Link Distance (ft) 335 335 335 278 396 Upstream p f bkli Queuing Penalty (veh) 15 130 0 Storage=Bay Storage Blk Time 2 ,yuing -pnpy, . . . . . . .. ... .. . .... . Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike g 5,7 137 Directions Served L T T R L T T R T T L TR M"ni beu 81 33 999 1109 1133 Average Queue"( (ft) 8 68111 65 4 417 842 896 54 15 14 74 30 . . . .. .. . .. . . . .. ..... 95th Queue ft:142 18 1080 Link Distance (ft) 335 ­144 335 1038 1038 907 907 407 407 Upstream 2 Queuing Penalty (veh) 23 74 bail is' �7 .0270 1000 ... Storage Blk Time 0 . . .. . 4 77 0 Queuing Penalty -IN Intersection: 40- Delco Plaza/Tulane Drive & Millwood Pike M7 6"errienfi777,75 Directions Served LTR Maximum 5 Average Queue (ft) 42 Link Distance (ft) 448 Upstream Queuing Penalty (veh) Storage 131k Time 66euing Penalty (veh) . . . . . . . . I I I I 1� I I I I I I I I f I I One Logistics Park - Winchester SimTraffic Report Pennonj I I 1 1 Queuing and Blocking Report 2024 Build Ph 1A PM Run 15 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement _ EEEB�T»T1N6 WB WB B78 B78 NB 884 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 264 284 580 658 603 112 155 464 462 314 262 Average Queue (ft) 232 216 526 373 218 13 9 33 27 198 167 95th Queue (ft) 264 305 611 815 566 59 66 230 190 271 235 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 40 18 2 5 0 2 Queuing Penalty (veh) 261 119 0 46 3 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 4 4 Queuing Penalty (veh) 31 14 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB _ EB_T-_EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 306 606 624 752 290 433 423 235 374 Average Queue (ft) 439 449 532 184 593 445 182 85 333 408 235 213 95th Queue (ft) 453 451 532 294 603 707 586 207 503 426 235 341 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 17 67 29 4 2 6 37 Queuing Penalty (veh) 0 0 504 218 30 12 55 350 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 11 46 58 0 9 46 51 0 Queuing Penalty (veh) 49 205 352 0 8 354 256 0 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB _ NBT� NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) 569 580 581 300 145 148 193 Average Queue (ft) 399 547 539 199 105 83 50 95th Queue (ft) 694 566 565 417 164 177 123 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 6 34 20 Queuing Penalty (veh) 23 130 78 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 0 76 1 2 1 1 Queuing Penalty (veh) 0 61 2 7 3 3 ' One Logistics Park - Winchester SimTraific Report Pennoni Fl L Run 15 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T LTR LTR Maximum Queue (ft)" 373 368 94 66 Average Queue (ft) 223 347 30 24 95th Queue (ft) 435 361 73 48 , Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 3 19 Queuing Penalty (veh) 18 113 Storage Bay Dist (ft) Storage Blk Time (%) 3 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 77 Directions Served L T T R L T T R T T L TR Maximum Queue (ft) 43 149 154 10 1000 1157 1157 _ 500 751 ' 805 138- 50 _ , _"_�� Average Queue (ft) 12 63 64 3 541 869 912 95th Queue (ft) 31 139 138 10 1297 1517 1482 125 289 317 70 25 ' 482:, 697 745 125 52 Link Distance (ft) 335 335 1038 1038 907 907 407 407 0 Upstream Blk Time /o 26 61 Queuing Penalty (veh) 244 577 Storage Bay Dist (ft) "; __" 370 270 - 1000 500 Storage Blk Time (%) 0 26 69 0 I _ Queuing Penalty (veh) 3 7, 11 '" 2 , Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement , m, Directions Served LTR Maximum Queue (ft) R : 91 Average Queue (ft) 35 95th Queue.(ft)_ Link Distance (ft) 448 Upstream Blk Time NO Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) . One Logistics Park - Winchester SimTraffic Report Pennoni I U I Queuing and Blocking Report 2024 Build Ph 1A PM Run 16 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB B78 B78 SB SB Directions Served T T L T T T T R R Maximum Queue (ft) 249 249 580 658 657 185 236 225 215 Average Queue (ft) 223 205 483 330 276 29 9 156 135 95th Queue (ft) 275 289 646 762 633 119 59 214 208 Link Distance (ft) 212 212 587 587 460 460 944 Upstream Blk Time (%) 34 12 3 5 1 Queuing Penalty (veh) 224 79 0 47 6 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 4 5 Queuing Penalty (veh) 27 16 Intersection- 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB - TEB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 254 615 619 628 290 456 428 235 266 Average Queue (ft) 441 449 532 152 585 353 125 78 322 377 229 186 95th Queue (ft) 449 451 532 226 637 728 476 187 468 494 272 255 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 5 37 68 34 2 1 3 24 Queuing Penalty (veh) 0 0 510 256 13 5 24 221 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 18 56 54 0 7 33 43 Queuing Penalty (veh) 79 246 330 0 6 256 219 Intersection- 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 283 535 522 300 145 149 324 349 Average Queue (ft) 182 364 322 123 100 54 74 25 95th Queue (ft) 257 520 489 327 152 147 227 172 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 10 0 1 3 6 0 Queuing Penalty (veh) 8 1 4 8 29 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1 A PM Intersection- 31- Gas Station Drivewav/Hotel Drivewav & Millwood Pike Run 16 2024 Pre -Phase A PM 12/07/2020 Move"meet 7 Directions Served T T LTR LTR Maximum Queue (ft) 344 369, 132 149 Average Queue (ft) 168 258 49 50 95th Queue (ft) 383 , , 476 99 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 0 6 Queuing Penalty (veh) 1 35 Storage Bay Dist (ft) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 ; g r Intersection- 40- Delco Plaza/Tulane Drive & Millwood Pike Movarnent E s ', :EB .EB EB WBWB<< r d; WB N NBA' Directions Served L T T R L T T L TR LTR Maximum Queue (ft) 60 126 142 31 y 42 `'` 347 r w'' 580 ' ° 180 113 ' '87 Average Queue (ft) 11 59 59 3 8 102 196 68 22 39 95th Queue (ft) 38 125 120 13 31 260 435 130 - 59 74 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370270 1000 Storage Blk Time Queuing Penalty (veh) 0 .,,,..... .. . Intersection- 50- Front Roval Pike & Travelodae Ln/Delco Plaza Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 94�; 91 138 128 � 44 152 �200 161 57 - 146 133 ,26 Average Queue (ft) 46 40 75 45 11 77 75 54 12 73 62 5 95th Queue (ft) 84 66 138 75 '31 140 167 ,- 116 36: 131 - 109 1�7 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 9 y( SQtorai e Ba Dist(ft)h) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTraffic Report Pennoni 1� LJ I Run 17 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue --{WB .._. r M Movement EB EB WB WB B78 B78 NB-- B84 SB SB iDirections Served T T L T T T T R T R R Maximum Queue (ft) 246 253 505 237 287 208 254 463 281 268 262 Average Queue (ft) 163 169 332 81 120 9 9 93 29 174 154 95th Queue (ft) 252 261 523 183 227 74 87 388 149 256 243 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 10 12 9 Queuing Penalty (veh) 66 74 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WS NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 452 602 621 822 289 438 421 235 375 Average Queue (ft) 440 449 532 203 489 417 274 82 350 406 235 244 95th Queue (ft) 446 451 532 351 670 700 738 238 504 417 235 423 Link Distance (ft) 460 460 587 587 587 388 388 ' Upstream Blk Time (%) Queuing Penalty (veh) 1 0 30 0 66 493 0 1 12 84 7 54 4 28 8 72 37 342 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 14 46 55 0 12 43 47 0 Queuing Penalty (veh) 63 202 336 0 10 336 241 1 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB Directions Served L T T R L T T Maximum Queue (ft) Average Queue (ft) 574 411 585 547 582 537 300 194 144 101 150 56 253 42 95th Queue (ft) 667 577 572 398 148 141 119 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 6 45 30 Queuing Penalty (veh) 21 168 112 Storage Bay Dist (ft) 300 150 150 Storage Blk Time (%) 5 72 1 0 3 0 ' Queuing Penalty (veh) 13 58 2 1 9 2 I One Logistics Park - Winchester SimTraffic Report Pennoni Run 17 Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 2024 Pre -Phase A PM 12/07/2020 M uement yy W �, +y 1lB f i iB l � � Directions Served T T R LTR LTR MaximumQueue 369 383 �333 92 104 '. Average Queue (ft) 233 350 12 36 a 28 95th Queue 443 . 370 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time NO 3 21 0 Queuing Penalty (veh) 17 127 2 Storage Bay,Disf Storage Blk Time (%) 3 Queuing Penalty (veh) A 0" v� Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Mawemet ^a E s.EB a B Y a EB . „F W,B `_y ,U�IB WBx..,rx WB 879 B7,9 �M'NB B Directions Served L T T R L T T R T T L TR Maximum Queue (ft) Average Queue (ft) 40 139 141 9 1000 ' e 1128 8 53 64 2 226 833 , . 1157 903 500 125 317,', 346 158 ` ` 65 56 82 72 26 95th Queue (ft) "< '. Link Distance (ft) 27 „114 °126 9 878 ` 1323 M 335 335 1038 1336 : 1038 482" ^ '221 275 ;'129 48 907 907 407 407 Upstream tikTime ,(%) Queuing Penalty (veh) �.. o ,.......�� 10..,,.; 36 94 335 Storage Bay Dist (ft) Storage Blk Time (%) = N_ 370 270 1000 _ u. , .....__U �ti,� ...u.,. ,o 0 13 _ „ ., 500 71 0 w ,.. - Queuing Pena lty(yeh) ..,qg­ ��`.`..,.,.,,.,..�, 3 .._ 11 ,. 4", .. . `� Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike 12 rt v Directions Served LTR �� MsximumQueue (ft) 136 .".,. . �� �`�,�e ,.a.. Average Queue (ft) 49 . �. �,. .-.... ,. . 95th Queue (ft) Link Distance (ft) 105 448 Upstream Blk Ti me(%) Queuing Penalty (veh) Storage Bay Dist ., .b . Storage Blk Time (%) Queuing Penalty-(veh) . . One Logistics Park - Winchester SimTraffic Report Pennoni F1 L FI 1 I F] Queuing and Blocking Report 2024 Build Ph 1A PM Run 18 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB !WB WB WB B78 B78 NB _ B84 SB SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 259 270 579 658 561 250 252 440 127 268 261 Average Queue (ft) 223 203 420 159 133 31 42 43 5 196 166 95th Queue (ft) 266 286 592 472 297 159 191 248 43 265 253 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 25 9 0 3 2 Queuing Penalty (veh) 161 61 0 31 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 0 3 Queuing Penalty (veh) 3 11 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 447 450 532 326 604 631 822 131 429 422 235 301 Average Queue (ft) 440 449 532 184 581 455 260 55 279 370 230 177 95th Queue (ft) 449 452 532 285 666 733 761 94 453 475 258 295 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 25 66 26 3 6 2 13 Queuing Penalty (veh) 0 0 494 195 22 41 16 122 Storage Bay Dist (ft)' 450 450 290 235 375 Storage Blk Time (%) 15 47 54 3 22 33 Queuing Penalty (veh) 69 205 333 3 172 169 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 588 567 556 300 144 149 409 349 Average Queue (ft) 331 487 464 183 95 63 78 25 95th Queue (ft) 637 629 640 403 160 161 240 172 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 9 26 19 Queuing Penalty (veh) 32 96 70 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 56 1 4 6 3 0 Queuing Penalty (veh) 45 2 12 20 13 0 One Logistics Park - Winchester SimTraffic Report Pennoni I Iuouuad }aoda�{ o1}}ea1wlS aalsauoulM - �laed solIslBOI au0 y2A) , lieuad uppniD 0 8 0 (%) euall �I9 abeJOIS 00 „m ) �siQ �e8 a olS Zti 6 6 9 (yan) Alleued 6uinano r 6£5 6£5 6£S £6£ £6£ £6£ M6 M6 b6Z V6Z �(4) aouelslQ �ul� b £L 69 U 9L6 N8 9L6 L£ 69 £9 8£ 6£ (4) anano ebeaany 90b 66Z LZZ L 6„ 56 anan uanwixeW e,..., . „ _ ., ..L6, ; ...., . _%) peivaS suoiIoaala ezeld oolaa/u-1 abpolaneJ_L Q GN!d leAo�:l juoad '09 :uoljoasielul (%) awli � 18 a6eJOIS sdn wea } 8tb LOb LOb 8£06 8£06 5££ 9££ (4) aaue161a �Ul� £8 L9 6tiE £ ' `; ".O�Z456 �(4) 0t LZ L8 0 08 6£ 8 9 99 99 L ananiD a6eaany 5£ 69l=.: "anan uanuaixe 2Jil 2i1 I �j 1 1 d 1 1 panaaS suolJoaala 9�!d poonnll!W'S anua euelnl/ezeld oolaa :0t .uolIoasaaIul umano awil lie a6eio}S ........ .....,, ... ....., , :. ) }sl0 , ega6ejqS Z . (yan) Allcuad 6ulnano 96£ 8LZ 5££ 5££ 88£ (4) @Duels](] � u11 ;....,. LL:,„ 66 £L£ ZbZ O6 ` (4 anan 6 M_., _ .._,__..... 6£ Zb Z96 t,L L (4) ananc) a6eaany r 90l'° , 'Z9 ti5£9ti £6Z(l) anan wnwxe W panaaS suoiJoaa14 f X j'�.l "fit XiG:^xid'��`.�,@', au,_•'F�r., ��,ayk� - � ;„RR hR ! � � `Xr � S ,S,t��F`�Fv'C .: G�!d poonnll!W'R Aennanua IGIOH/Aennanu(j uo!jejS seE) :1,0 :uoljoesialul o OZO/Z� Wd Vt ud pl!n8 tZOZ Wd y aseyd-aad -�ZOZ j,oda�j 5ui�oo18 pue 6u!nan?D 9� un�j h Queuing and Blocking Report 2024 Build Ph 1A PM Run 19 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB WB WB B78 SB SB Directions Served T T L T T T R R Maximum Queue (ft) 247 263 398 327 313 294 296 282 Average Queue (ft) 216 182 232 65 98 21 170 147 95th Queue (ft) 292 303 350 171 213 138 253 245 Link Distance (ft) 212 212 587 587 460 944 Upstream Blk Time (%) 39 16 Queuing Penalty (veh) 252 105 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 B78 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 551 460 609 593 700 289 424 426 235 293 Average Queue (ft) 440 449 532 152 542 251 185 102 360 408 235 171 95th Queue (ft) 448 451 532 285 736 614 566 256 496 425 235 258 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 21 68 0 32 1 1 7 36 Queuing Penalty (veh) 0 0 512 1 244 9 10 67 340 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 23 44 57 0 11 48 50 Queuing Penalty (veh) 101 195 350 0 10 373 253 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) Average Queue (ft) 530 191 533 389 546 359 300 130 144 105 149 68 426 89 350 12 95th Queue (ft) 335 488 488 325 160 163 257 120 Link Distance (ft) 531 531 531 1106 ' Upstream Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 2 1 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 1 14 0 2 4 4 0 ' Queuing Penalty (veh) 2 11 1 6 12 17 0 One Logistics Park - Winchester SimTraffic Report Pennoni F1 Run 19 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T LTR LTR Maximum Queue (ft) 366 366 93 66 Average Queue (ft) 227 346 37 32 95th Queue (ft) 423 358 80 62 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%), 3 22 Queuing Penalty (veh) 18 132 Storage Bay Dist (ft) Storage Blk Time (%) 3 Queuing�Penalty(veh) �,,; =0 Intersection: 40- Delco Plaza/Tulane Drive & Millwood Pike Movemenf; .., ,.'". Directions Served L T T R L T T R T T L TR Maximum Queue- ft 40 130 138 9 1000 1145 - 1146 500 940 930 177 91 Average Queue (ft) 11 45 54 3 719 1063 1089 143 428 473 93 26 95th Queue (ft) 32 101 114 9 1410 1223 1212 " 515 1063 1077 158 58 Link Distance (ft) 335 335 1638 1038 907 907 407 407 Upstream BlkTime ) . ,. 36 .. 69 _.....::...... . o , .." Queuing Penalty (veh) 340 652 3 8 Storage Bay Dist,(ft) 370 _ 270 1000, Storage Blk Time (%) 036 .. ..89.,..0 Queuing. Penalty (veh)'..w. 4 Intersection: 40- Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) 1'M Average Queue (ft) 42 95th Queue ft 91. Link Distance (ft) 448 UpstreamBlk Time Queuing Penalty (veh) Storage Bay Dist Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni I � I � I � I � I � I � I� I I I � I � Queuing and Blocking Report 2024 Build Ph 1A PM �I l L Intersection: 81: Sheriff's Office (West Entr) & Coverstone Dr Run 19 2024 Pre -Phase A PM 12/07/2020 Movement NB Directions Served L Maximum Queue (ft) 26 Average Queue (ft) 12 95th Queue (ft) 33 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90- Prince Frederick Dr/Custer Ave & Route 50 ovelvf meet T- EB }Y EB EB EB� WB WB WB NB NB SB SB Directions Served UL T T R UL T TR LT R LT R Maximum Queue (ft) 138 201 183 30 364 728 770 415 64 182 107 Average Queue (ft) 83 101 111 7 55 349 376 217 28 79 46 95th Queue (ft) 135 165 178 27 201 591 607 364 51 156 93 Link Distance (ft) 907 907 814 814 424 424 267 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 0 0 9 Queuing Penalty (veh) 0 0 5 Intersection: 100- Millwood Pike & Inverlee W ovement EB TSB Directions Served L LR Maximum Queue (ft) 97 70 Average Queue (ft) 24 41 95th Queue (ft) 55 70 Link Distance (ft) 1206 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330 Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraific Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Run 20 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement 884 ;.ice Directions Served T T L T T T T R T R R Maximum Queue (ft) - 249 249 580 675 r676 296 269 451 151 `399 328 Average Queue (ft) 206 199 406 324 272 31 30 47 8 225 197 95th Queue (ft) 286 276 678 774- 657 145 159 274 55 345 310 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 22 9 4 10 1 _... 3 Queuing Penalty (veh) 140 60 0 91 12 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 6 9 Queuing Penalty (veh) 42" ... 30 ; Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement; Directions Served L L T T T T T L T T R L Maximum Queue (ft) = 446 450 532 402 604 , 622 ' 822 289 427 432= - 235 374 Average Queue (ft) 441 449 532 196 552 375 244 67 306 408 235 251 95th Queue (ft) 445 450 532 314 695 708 743 152 483 428 235 395 Link Distance (ft) 460 460 587 587 587 388 388 UpstreamBlkTime (1/6) 1 38 65 e 25 2 . 5 3 37 Queuing Penalty (veh) 0 0 489 187 16 35 33 349 Storage Bay Dist (ft) 450 450'.:" . e.". ,,,, ,.,,. < 290 r" 235 375 Storage Blk Time (%) 17 55 54 0 5 45 47 1 Queuing Penalty (veh).".., 7.6 242 �: 332 �,"...... ....... 0.: 4 I. r. 348°�� 240 " .:2 Intersection: 30- Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L T T R L T T R Maximum Queue (ft) 631 576 567 300 146. 149 477 350 Average Queue (ft) 427 548 543 230 109 79 118 37 95th Queue (ft) - 662 569 558 413 -156 _ .181 346 214 " Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%): 7 47 37 Queuing Penalty (veh) 26 176 142 Storage Bay Dist (ft) ` - 300 150 150 350 " Storage Blk Time (%) 4 78 1 9 8 8 0 Queuing Pehalty(veh 62 One Logistics Park - Winchester SimTraffic Report Pennoni 1 ' Run 20 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 ' Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike WB WB NB SB ' Directions Served T T LTR LTR Maximum Queue (ft) 369 370 76 82 Average Queue (ft) 181 341 40 29 95th Queue (ft) 416 386 72 64 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 1 16 Queuing Penalty (veh) 6 99 Storage Bay Dist (ft) Storage Blk Time (%) 1 ' Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike ovovement EB EB EB EB WB WB WB WB NB NB SB Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 58 229 213 9 21 925 977 499 156 69 91 Average Queue (ft) 11 77 71 4 8 336 459 18 78 26 42 95th Queue (ft) 33 157 154 11 23 761 845 171 132 57 74 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 16 0 Queuing Penalty (veh) 2 1 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement _ EB' �EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 134 101 117 365 300 435 466 433 59 143 154 46 Average Queue (ft) 39 42 58 179 90 374 391 407 9 66 66 4 95th Queue (ft) 89 85 103 348 298 471 478 497 32 121 125 19 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 19 26 69 Queuing Penalty (veh) 77 107 284 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 40 0 Queuing Penalty (veh) 0 9 0 ' One Logistics Park - Winchester SimTraffic Report Pennoni IF Run 21 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 10: 1-81 SB On-RaMD/1-81 SB Off -Ramp & Millwood Avenue SB;, SB Directions Served T T L T T T T R T R R Maximum Queue (ft) 248 266 580f 658 -.. 587 112 112 458 242 448 411 Average Queue (ft) 229 211 415 225 148 6 4 48 18 222 204 95th Queue (ft) 267 295609 . 627 .,; �404.. 46 38 279 .: 111.. 369 352 Link Distance (ft) 212 212 587 587 460 460 371 1221 944 Upstream Blk Time (%) 46- 16 0 Queuing Penalty (veh) 262 104 0 23 1 0 Storage Bay Dist (ft) 580 500 e Storage Blk Time (%) 1 2 Queuing Penalty (veh) 108 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T R L Maximum Queue (ft) 445 450 532 " 313 613„ t t i 604 . 850 _ 290 402 423 235 345 Average Queue (ft) 440 449 532 192 594 454 384 115 302 344 223 179 95th Queue (ft) 447 450 532 307 s'614 752 953 281, 441 493 275 315 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 21 68 , 34 5 15 2 19 Queuing Penalty (veh) 0 0 511 259 40 114 21 182 Storage Bay Dist (ft) 450 ' 450 j� r .= 290, ' o "0 235 375 Storage Blk Time (%) 17 49 55 7 26 27 Queuing': Penalty (veh) 76 217 338 0 F 6 199. 136 . . ' Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike NB NB ...'.r_NB,,....j SB .,....SB SB..`` .. , ... ,yY. Directions Served L T T R L T T Maximum Queue (ft) 555 „ ,584 578 300 , 144 147 - 201 Average Queue (ft) 376 535 522 212 101 48 36 95th Queue (ft) 6M 6-17 610 '418 139 _- 101 Link Distance (ft) 531 531 531 1106 Upstream Blk Time{%) b 42,29 Queuing Penalty (veh) 32 158 110 Storage Bay Dist (ft).. 300 '1`50 , 5.0. . •. Storage Blk Time (%) 73 1 5 5 0 Queuing Penalty (veh) 58 2 18 `` 17 1= F One Logistics Park - Winchester SimTraffic Report I Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Run 21 2024 Pre -Phase A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement-- m WB WB NB SB Directions Served T T LTR LTR Maximum Queue (ft) 355 364 120 86 Average Queue (ft) 77 202 31 28 95th Queue (ft) 257 464 73 64 Link Distance (ft) 335 335 278 396 Upstream Blk Time (%) 0 5 Queuing Penalty (veh) 2 31 Storage Bay Dist (ft) Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB EB WB WB WB WB ` �NB NB SB Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 60 152 142 31 21 437 546 10 151 91 110 Average Queue (ft) 13 46 53 3 4 95 169 0 71 24 37 95th Queue (ft) 38 125 121 14 18 298 440 4 127 55 79 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time Queuing Penalty (veh) 0 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB WB NB NB NB . NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 98 97 485 578 299 428 433 433 58 169 166 30 Average Queue (ft) 43 44 106 172 51 277 298 307 9 67 73 2 95th Queue (ft) 78 78 285 420 219 525 512 569 30 132 134 12 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 18 22 39 Queuing Penalty (veh) 74 89 161 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 34 1 Queuing Penalty (veh) 0 7 0 One Logistics Park - Winchester SimTraffic Report Pennoni � I Queuing and Blocking Report 2024 Build Ph 1A PM Run 22 2024 Pre -Phase A PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike B78 "': B78, `: WB . ., WB ,. _ > WB ...,, „WB NB, Directions Served L L T T T T T L T T R L Maximum Queue (ft), s 446 450 556 35& 602 633 840 289 439 417 235 374 Average Queue (ft) 439 449 534 198 563 452 434 82 307 375 233 208 95th Queue (ft) 446. 450 543 308 '719- - 730 936 210 476 =486 246 336 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 16 66,= 33 8 12 Queuing Penalty (veh) 0 0 493 252 55 94 25 180 Storage Bay Dist (ft) 450 450,, 290 5 . 375 Storage Blk Time (%) 23 38 52 0 6 30 37 0 Queuing,Penalty (veh) 0 5 236 1900 Intersection.- 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L T T R L T T Maximum Queue 556 581 559 300 -:137. 145 108 , Average Queue (ft) 303 504 486 181 95 25 35 95th Queue ft O - -- 549 593 592 ,392 � 139 . 91 _ 69 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 6 21 11 " Queuing Penalty (veh) 21 75 39 Storage Bay Dist,(ft) �0 300 . 150 :150 Storage Blk Time (%) 58 1 0 0 Queuing Penalty (veh)..° 0 46 2 0 0 Intersection- 31: Gas Station Drivewav/Hotel Drivewav & Millwood Pike Directions Served T T LTR LTR Maximum Queue (ft) :. 325 358 113 82 , Average Queue (ft) 135 203 43 25 95th Queue. (ft), 354 422 93 63 �.> Link Distance (ft) 335 335 278 396 Upstream Blk Time'(%) - 0_ 4 Queuing Penalty (veh) 1 23 Storage Bay Dist Storage Blk Time (%) Queuing Penalty (veh) '0 One Logistics Park - Winchester SimTraffic Report Pennoni 11 Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 22 2024 Pre -Phase A PM 12/07/2020 Movement EB EB EB EB �- WB — - WB� WB___ NB NB SB Directions Served L T T R L T T L TR LTR Maximum Queue (ft) 61 146 186 32 43 310 412 150 69 89 Average Queue (ft) 16 49 53 3 10 60 135 61 32 37 95th Queue (ft) 45 120 134 14 31 178 349 114 62 79 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 1000 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Roval Pike & Travelodge Ln/Delco Plaza Movement EB EB WB _ B NB _, NB ' NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 115 73 134 115 87 372 411 457 16 161 172 27 Average Queue (ft) 45 42 64 59 11 114 108 81 4 47 61 5 95th Queue (ft) 89 70 121 100 33 248 261 203 16 127 130 19 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time Queuing Penalty (veh) 3 4 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Intersection: 51: Front Roval Pike & Costco Movement NB T Directions Served TR Maximum Queue (ft) 101 Average Queue (ft) 0 95th Queue (ft) 0 Link Distance (ft) 252 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 1 ' One Logistics Park - Winchester SimTraffic Report Pennoni Run 23 Queuing and Blocking Report 2024 Pre -Phase A' PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L T T R T R R Maximum Queue (ft) 247 288 532 389 266 477 .578 361 315 Average Queue (ft) 233 221 339 106 125 99 88 196 180 95th Queue-(ft) 269 276 51,1 233 221 410 381 3 , 308 . _ . 283,: Link Distance (ft) 212 212 587 587 371 1221 944 Upstream Blk Time„(%) � 38 1 Queuing Penalty (veh) 249 117 0 Storage Bay Dist (ft) 580 500 . Storage Blk Time (%) Queuing Pehalty (veh) Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement°,EB. ='EB. EB..F3£WB.I.,. WB}NB N, B Directions Served L L T T T T T L T T R L Maximum Q4eue(ft} 445 450 551 309 618 602 851 288 ' 447 423 235 307 Average Queue (ft) 440 449 533 181 592 420 294 56 370 408 235 176 95th Queue (ft) 445 4 451 540 277 605 775 834 ' 169 491 421 235 271` Link Distance (ft) 460 460 587 587 587 388 388 _a _..._ Upstream'Blk Time 25 66 33 7 10 9 Queuing Penalty (veh) 0 0 495 250 54 76 84 358 Storage Bay Dist (ft) 450 450 290, 235 375. Storage Blk Time (%) 11 46 50 0 12� 42 47 Queuing Penalty (veh) <... . ,. 48` 205 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB . NB Directions Served L T T R L T T Maximu& Queue (ft) 5M °566 596 300 145 146 177 Average Queue (ft) 316 532 529 205 83 33 42 95th Queue (ft) 609 = 589 598 414 138 90, 105 Link Distance (ft) 531 531 531 1106 Upstream BlkTime; (%) 3 <33 26 , `, Queuing Penalty (veh) 12 123 98 , . Storage Bay Dist"(ft) 300 150 150 Storage Blk Time (%) 0 64 1 1 0 0 Queuing Penalty (veh) 0 '� 51 2 3 0 0 Ill I' 1,1 L One Logistics Park - Winchester SimTraffic Report I Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Run 23 2024 Pre -Phase A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB Directions Served T T R LTR LTR Maximum Queue (ft) 368 367 349 72 128 Average Queue (ft) 248 348 12 43 33 95th Queue (ft) 405 363 119 76 80 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) 2 21 0 Queuing Penalty (veh) 10 127 2 Storage Bay Dist (ft) Storage Blk Time (%) 2 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB EB WB WB WB WB NB NB SB Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 41 210 226 9 800 1078 1084 500 214 52 132 Average Queue (ft) 12 59 62 2 112 730 799 72 84 23 44 95th Queue (ft) 32 144 150 8 538 1211 1208 360 163 45 89 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) 0 2 Queuing Penalty (veh) 1 16 Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 0 65 0 Queuing Penalty (veh) 0 10 1 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 231 97 116 161 300 444 432 432 36 252 243 26 Average Queue (ft) 87 42 49 63 58 246 248 252 5 86 82 3 95th Queue(ft) 198 72 91 110 220 508 500 531 20 178 168 11 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 21 24 33 Queuing Penalty (veh) 81 95 132 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 26 1 Queuing Penalty (veh) 0 5 0 ' One Logistics Park - Winchester SimTraffic Report Pennoni Run 24 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike 77,B78 B%�8 �678; µ WB, WBk p UM a , Directions Served L L T T T T T L T T R L „ MaximumrQueue (ft� 44.71, 450 551 , ; 336�, 620 ;a 6170 840 290 ` 434 � „ „423 235 374 Average Queue(ft) 442 449 533 183 504 346 294 85 360 406 235 181 95th�Queue(ft) .= 447 451 540 .295 732 737 836 214 485: 422 ' 235. 5, 288 Link Distance (ft) 460 460 587 587 w. 587 388 388 Upstream Blk Time (%) 3 30 62 21 ` 2 , ,,,, 10 6 35 Queuing Penalty (veh) 0 0 464 153 15 72 50 326 Storage Bay Dist (ft) . 450 _`� 450 235 375 Storage Blk Time (%) 17 49 52 0 11 42 46 0 Queuing Penalty (veh)' 7�3 216 317 . ; 0����' 9 322 236'°" 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike -- f Directions Served L T T R L T T Maximum Queue (ft) , 548 565 566 300 143 148 208 ' Average Queue (ft) 226 407 368 111 89 43 43 95th Queue ft 44;0, 628 638 '� 308 142 Link Distance (ft) 531 531 531 1106 U.pstream'BIk Time (%) -w__... ' �; = 0 7 2 g o` ���, ,�,,, Queuing Penalty (veh) 1 26 7 SiorageBay Dist Storage Blk Time (%) 0 33 0 1 0 0 Queuing Penalty (.veh) "' 0 -26 _ Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Moament= Directions Served T T T LTR LTR Maximum_Queue 30 359 373 138 106 , , Average Queue (ft) 1 209 347 47 31 95th Queue (ft) 10 429 372 113 68, Link Distance (ft) 388 335 335 278 396 Upstream;Blk Time .„ ,.. , QueuingPenalty(veh) 3 110 Storage Bay Dist (ft) ,. Trage: Blk Time Queuing Penalty veh) —0" One Logistics Park - Winchester SimTraffic Report Pennoni 0 r Queuing and Blocking Report 2024 Build Ph 1A PM Run 24 2024 Pre -Phase A PM 12/07/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement _ EB^EBT- EB �EB WB WB WB WB NB NB SB T Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 40 103 141 32 41 810 907 500 179 69 111 Average Queue (ft) 7 41 46 4 9 401 547 36 71 32 43 95th Queue (ft) 24 99 115 15 28 809 865 248 125 59 84 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 28 0 Queuing Penalty (veh) 4 1 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement __ EB^ EB WB WB NB NB NB NB SB SB SB SB Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LT R LT R L T T TR L T T R 74 95 135 96 67 226 301 283 32 122 167 41 36 40 62 46 12 71 63 49 8 63 62 5 69 72 110 83 39 152 158 136 22 116 130 21 294 294 1918 1918 393 393 393 531 531 531 Intersection: 51: Front Royal Pike & Costco 300 150 Movement SB Directions Served T Maximum Queue (ft) 75 Average Queue (ft) 6 95th Queue (ft) 39 Link Distance (ft) 393 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Run 25 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L T T T R T R R Maximum Queue (ft) 248 248 518 267 530 240 ' 458 . ' ' , 228 334' 285 Average Queue (ft) 182 176 321 73 119 9 48 18 195 167 95th Queue (ft) 260 - 257 503 167 . ` 286 82 ._ 275. 115 ., 269 269 Link Distance (ft) 212 212 587 587 460 371 1221 944 Upstream Blk Time (%) 16 4 6 - Queuing Penalty (veh) 103 24 0 Storage Bay Dist (ft) 580 _.. 500 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532.312 611 592 822 290427` 424 235356 Average Queue (ft) 440 449 532 167 564 389 215 99 364 406 235 173 95th Queue (ft) 448 451 533 255 625 723 669 252 476', 420 235 313 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 6 29 68 13 3 6 10 34 Queuing Penalty (veh) 0 0 507 97 19 42 96 320 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 13 54 58 0 17 41 47 0 Queuing Penalty (veh) 55 238 _ 353 y u ;gip y� ,. 1 14' �320 . 236 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L T T R L T T R Maximum Queue (ft) 562 581 566 300 146 149 357 350 Average Queue (ft) 408 547 540 184 113 80 91 12 95th Queue (ft) 698 570 560 391 171 186 250 120 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 6 46 - 34 ._.. _ Queuing Penalty (veh) 24 175 129 Storage Bay Dist (ft) , : 300 `150 , �� 150350 . Storage Blk Time (%) 1 81 1 11 10 1 0 , Queuing Penalty (veh) 2 64 2 `' -. 39 33 3. 0 One Logistics Park - Winchester Pennoni J u F1 H SimTraffic Report I I Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement WB WBT WB NB SB Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) T T R LTR LTR 377 367 346 118 111 232 339 12 47 37 446 407 118 92 85 335 335 335 278 396 4 19 1 24 113 8 I Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 25 2024 Pre -Phase A PM 12/07/2020 Movement EB EB. EB EB WB WB WB WB B79 - B79 NB NB Directions Served L T T R L T T R T T L TR Maximum Queue (ft) 59 144 162 34 1000 1103 1109 500 168 170 172 91 Average Queue (ft) 11 57 61 6 85 653 746 125 11 16 67 31 95th Queue (ft) 34 125 136 22 471 1159 1249 482 76 84 133 60 Link Distance (ft) 335 335 1038 1038 907 907 407 407 Upstream Blk Time (%) 0 7 Queuing Penalty (veh) 4 67 Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 0 0 60 0 Queuing Penalty (veh) 0 0 9 3 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement SB Directions Served LTR Maximum Queue (ft) 136 Average Queue (ft) 52 95th Queue (ft) 111 Link Distance (ft) 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) ' One Logistics Park - Winchester SimTraffic Report Pennoni Run 26 , Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike ' f Mavemerit j DEB EB.. EBB, F,BB B78,878 878 WBr a<WBi�WB o B� N,B �. E�, Directions Served ,. „ , . .. L L T T T T T L T T R L , Maximum Queue (ft) 447 450 556 434: C�13 629,) 840�,;. 289 ' 418 ` ` '446 d 238 289 Average Queue (ft) 441 449 534 182 590 504 409 71 294 366 228 173 95th Queue (ft) Link Distance (ft) 446 451 542 338 605 800 1006 207, 461 .�,.. „ 460 460 587 587 587 388 388 267 261 ' UpstreamBlkTime (%) _1 34 67 27 18 2° :26 Queuing Penalty (veh) Storage Bay Dist{ft) 0 0 505 205 57 142 16 240 : ' 450 290 235 375. Storage Blk Time (%) 13 56 57 0 4 32 38 Queuing Penalty (veh) 56 248 350`.. ` .. = ' 0 3 .- 251, 192 :.''. _ .: Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movernerit,MNBiB�,yyNB�> SB r Directions Served L T T R L T T R Maximum Queue (ft) „ 53� " °570 , 531 300 143 150 '` v�.., „ ..._ 378.�` 350' Average Queue (ft) 203 417 391 137 118 84 95th Queue (ft) 369 54838� ` 353 160 188 ° ,. .., . .,..., , 136 49 348„249 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) ....21u.,.,.... Queuing Penalty (veh) 0 7 1 v, 300 Storage Bay Dist,(ff) 150 150 350 -= - �`�` ���\.,, Storage Blk Time (%) 23 1 6 12 �. 10 0 Queuing Penalty�(veh)..;.. ''��� , a.,. Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Nlovemeht WB3 Directions Served T T R LTR LTR Maximum Queue; ft (.,) 331 362 347 ; 112 108 Average Queue (ft) , „ 129 248 12 33 40 95th Queue (ft) 356 °491 119 Link Distance (ft) 335 335 335 278 396 Upstream _Blk Time(%) Queuing Penalty (veh) 0 11 0 1 64 1 StorageBay,D(st=�(ft)._ Storage Blk Time (%) 0 Queuing Penalty (veh) .. , .... One Logistics Park - Winchester SimTraffic Report I Pennoni �1 Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Run 26 2024 Pre -Phase A PM 12/07/2020 _ _NB Movement EB EB EB __EB WB WB� �IVB WB NB SB Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 62 192 205 31 949 1028 1073 500 148 70 134 Average Queue (ft) 16 67 65 2 41 271 376 36 69 21 44 95th Queue (ft) 48 157 163 13 330 771 917 248 127 53 104 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 4 Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 0 20 0 Queuing Penalty (veh) 0 3 1 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza vNB �SB Movement EB EB _WB WB� .NB �NB NB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 117 73 106 99 65 193 152 145 37 133 191 46 Average Queue (ft) 35 38 48 48 20 69 60 43 6 61 65 5 95th Queue (ft) 78 65 83 82 45 139 135 99 22 123 129 21 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 51: Front Royal Pike & Costco Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni � I Run 27 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 30: Front Roval Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike WB0. INV illi WB, � LNB r.WB Directions Served L L T T T T T L T T R L Maximum.Queue (ft) I 444 450 „„ =551 424 ,. 617' 626 588 289 446, 431 235 375 Average Queue(ft) 440 449 533 188 572 389 136 79 375 408 235 232 95th Queue (ft) `: 444 = 451 539 „ 335 681 763 473- - 220 ;; 486 425 236„ 375 y Link Distance (ft) 460 460 587 587 587 388 388 Upstream BIk Time (%) '`2 _ Queuing Penalty (veh) 0 0 500 167 16 1 145 351j Storage Bay Dist (ft) 450 450 290375' " Storage BIk Time (%) 20 51 54 0 27 47 44 0 Queuing'Perialty (veh) 88 F 227 327 0> 23 : 365 225 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Moueme t NKI B ,SB .....a,....... 3>SA.n..... ,. ..� < ... >,.;t . ,. �... e .�te.K,MO�\> wM", .✓6a�-:45'4a,?e, ,, >. z`T. Directions Served L T T R L T T Maximumbueue. ft 61`5 588 ' ' 573 �) 300 14' 150 ' 256" f Average Queue (ft) 400 550 542 217 115 80 76 9 5 t h Queue (ft9 "-,414., 162 " 183 209> Link Distance (ft) 531 531 531 1106 Upstream-BIk31- ....� Queuing Penalty (veh) 25 166 117 Storage, Bay 150 150 ) Storage BIk Time (%) 6 79 1 10 7 1 Queuing alty Pen(veh} 17 2 34�24 6 a� ..._.:63 _ u. _..,� >.. , , . ; _ w Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Directions Served T T R LTR LTR Maximum Queue Average Queue (ft) 273 353 25 38 27 95th Queue (ft) Link Distance (ft) 335 335 335 278 396 UpstreamBlkT�me(°/) _ Queuing Penalty (veh) °7 24 1 42 143 3 ,. ,v Storage Bay Dist Storage BIk Time (%) 7 Queuing Penalty (veh)�0 .... .. �> > One Logistics Park - Winchester SimTraffic Report Pennoni n U C n IL C � I Run 27 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement _ T T EB EB _m_r.EB _ mEB WB WB WB WB B79 679 NB NB Directions Served L T T R L T T R T T L TR Maximum Queue (ft) 86 103 120 10 999 1109 1109 500 372 401 193 70 Average Queue (ft) 14 50 59 2 231 787 862 196 8 13 83 32 95th Queue (ft) 54 106 115 8 809 1107 1148 598 52 69 161 66 Link Distance (ft) 335 335 1038 1038 907 907 407 407 Upstream Blk Time (%) 3 10 Queuing Penalty (veh) 26 90 Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 0 2 66 0 Queuing Penalty (veh) 1 1 10 4 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement SB Directions Served LTR Maximum Queue (ft) 72 Average Queue (ft) 34 95th Queue (ft) 66 Link Distance (ft) 448 Upstream'BlkTime (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 74 76 114 284 299 450 440 433 36 162 150 42 Average Queue (ft) 43 37 53 102 45 306 323 334 10 74 64 8 95th Queue (ft) 72 57 94 213 204 520 484 541 30 137 124 27 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 20 25 50 Queuing Penalty (veh) 80 97 197 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 36 0 Queuing Penalty (veh) 0 8 0 One Logistics Park - Winchester SimTraftic Report Pennoni � I Queuing and Blocking Report 2024 Build Ph 1A PM Run 28 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T Maximum Queue (ft) 249 1 250 Average Queue (ft) 226 207 95th Queue (ft) ""271 291 Link Distance (ft) 212 212 upstream Blk Time (%) 35, 18 Queuing Penalty (veh) 225 119 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L T T T T R T R R 580 616 615 44 250 , t 440 172 ' 380; 301 303 160 159 2 17 30 6 199 177 574 441 38715 113 207 ° ' ' ,59311,, 284 587 587 460 460 371 1221 944 0 3 0 0 580 _., _ .500 0 0 2 1 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T R L Maximum .Queue (ft) 446 450 563 440 603 628 �. 667 , - 281 - 423 423: 235 374 Average Queue (ft) 440 449 534 210 582 4631 189 72 306 399 235 196 Lnth Queuek � 445=,� 450 179 236 327� Distance (ft) O 460 460 587 588 587 388_ 388 8 88 Upstream BlkTime (%)- 2; - 20 68 0 29 4 1- 4 - 27 s Queuing Penalty (veh) 0 0 509 0 218 30 5 39 255 Storage Bay Dist,(ft) 450 450 290 : ( „235 375 Storage Blk Time (%) 15 47 53 0 7 37 44 0 Queuing -Penalty (veh)...,....:. , 64 206, 325,.....285...., . 226 p Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Directions Served L T Maximum Queue (ft) 585-. 587 Average Queue (ft) 330 440 95th Queue,(ft) 619 651 Link Distance (ft) 531 531 Upstream Blk Time (%)m 10 25 Queuing Penalty (veh) 37 90 Storage Bay DisY(ft) Storage Blk Time (%) 0 QueuingPenalty(veh) 1 T R L T T R 581 300 146 149 464 423 132 118 67 124 25 659 337_ 158 171 331 174.,: 531 1106 21 , .,,.... . . .. .... ...... . .. 75 300`150 150 43 0 14 11 4 0 34 1 46' 38 20 011 : One Logistics Park - Winchester SimTraffic Report Pennoni C H H �l Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Run 28 2024 Pre -Phase A PM 12/07/2020 Movement WB WB WB NB SB Directions Served T T R LTR LTR Maximum Queue (ft) 360 386 353 218 128 Average Queue (ft) 169 298 25 49 41 95th Queue (ft) 415 486 172 122 93 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) 1 12 0 Queuing Penalty (veh) 7 71 2 Storage Bay Dist (ft) Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement . __T EB EB EB EB WB WB WB WB NB NB SB Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 40 166 143 32 42 575 652 500 140 67 174 Average Queue (ft) 14 73 76 5 9 239 323 36 76 31 59 95th Queue (ft) 41 148 152 18 27 540 627 248 134 60 133 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 1000 500 Storage Blk Time (%) 7 0 Queuing Penalty (veh) 1 . . 1 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza ' Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) Average Queue (ft) 93 40 117 41 138 66 371 124 299 49 432 213 466 223 453 212 38 5 144 66 148 59 27 2 95th Queue (ft) 80 78 106 306 195 479 509 502 19 125 118 5 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 9 14 21 Queuing Penalty (veh) 36 57 84 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 24 0 ' Queuing Penalty (veh) 0 5 0 I One Logistics Park - Winchester SimTraific Report Pennoni n Queuing and Blocking Report 2024 Build Ph 1A PM Run 29 ' 2024 Pre -Phase A PM 12/07/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Directions Served T T L T T T R R Maximum Queue(ft) 247 259. 579 658 258 - 56 334' 306 Average Queue (ft) 184 174 363 112 115 2 192 157 95th Queue (ft) 270 259 552 341 .. 160 19 288 278 Link Distance (ft) 212 212 587 587 460 944 Upstream Blk Time (%) 15 5 0 0 Queuing Penalty (veh) 95 32 0 4 Storage Bay_ Dist (ft) 580 500 Storage Blk Time (%) 0 0 Queuing Penalty_ (veh) Intersection- 30- Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike B78 �' WB WBi� WB WB, �.. . . Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 532 391 604 609 . 771 289 430 . 452 .: 235 268 Average Queue (ft) 437 446 498 199 .� . . 385 244 135 87 346 411 235 179 95th Queue (ft) 457 462 648 341 rz 769 619 511 210 . 478 434 235 262 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time {%) �, 3 _e 19 49 16 0 1 3 35 Queuing Penalty (veh) 0 0 367 115 2 8 32 326 Storage BayDist (ft) 450 450 290 „ 235 375 Storage Blk Time (%) 13 28 45 ....... 0 7 _ 41 47 Queuing Penalty (veh)' 59 122 Intersection: 30- Front Directions Served L Maximum Queue (ft) 529 Average Queue (ft) 203 95th Queue (ft) 349 Link Distance (ft) 531 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike T T R L T T R 546 531 300 �134 143 ._ 149 ..6'7 .,a. 377 ..._ 350 428 395 104 9'5 25_ 550 534 341 161 168. 288 172 531 531 1106 1 0 4 2 300 150 150 350 30 0 4 6 10 0 24 1 14 22 One Logistics Park - Winchester SimTraffic Report Pennoni r 'I J 1 Run 29 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement �-^-� WB WB _ WB NB SB Directions Served T T R LTR LTR Maximum Queue (ft) 406 369 345 94 110 Average Queue (ft) 193 329 12 34 33 95th Queue (ft) 448 387 118 66 72 Link Distance (ft) 335 335 335 278 396 Upstream Blk Time (%) 2 13 0 Queuing Penalty (veh) 12 78 2 Storage Bay Dist (ft) Storage Blk Time (%) 2 Queuing Penalty (veh) 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB _ EB EB EB WB WB WB NB _ NB SB Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L T T R L T T L TR LTR 43 162 176 32 42 484 613 157 67 150 11 67 70 3 9 203 334 75 27 36 31 146 158 14 29 484 588 138 54 85 335 335 1038 1038 407 407 448 370 270 1000 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement -� EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 95 95 93 112 42 151 163 124 16 142 152 27 Average Queue (ft) 42 35 54 51 14 64 54 32 3 78 83 3 95th Queue (ft) 83 70 98 90 33 133 109 81 14 144 139 13 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 One Logistics Park - Winchester SimTranic Report Pennoni Run 30 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 Intersection: 10- 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement`:. Directions Served T T L T T R T R R Maximum Queue (ft) 263 247 563 531 546 - 439 162 231 240 Average Queue (ft) 218 221 312 115 151 16 14 175 153 95th Queue (ft) 272 277 ,,545. .• 269 334 "587 150 , 84 ,.,244 " 230 Link Distance (ft) 212 212 587 371 1221 944 Upstream Blk Time (%) 25 ; 20 Queuing Penalty (veh) 164 133 0 . Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 30- Front Roval Pike/1-81 NB Ramgs & Millwood Avenue/Millwood Pike Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 551 336 _. 629 ' 622 852 290 ' 424 422 235 374 Average Queue (ft) 441 449 533 193 588 519 239 82 359 403 235 182 95th Queue (ft) 446 450 541 '292 626 710 '735 ' 227 457 416 236 303 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 51 31 67 22 6 4 9 34 Queuing Penalty (veh) 0 0 499 168 42 32 92 315 Storage Bay Dist (ft) 450 450 290 = 235 375 Storage Blk Time (%) 20 53 51 0 15 43 44 0 QueuingPenalty (veh) 88 ­233 a „308„ ��- _a'_ o �, 1, 13 334° 222 1 Intersection: 30: Front Roval Pike/1-81 NB RaMDS & Millwood Avenue/Millwood Pike Directions Served L T T R L T T Maximum Queue (ft) 532 474 426 300 135 138 151 Average Queue (ft) 207 347 302 78 83 26 34 95th Queue (ft) 396, 455 409 ,252 134 , 79 92,, � Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) , Queuing Penalty (veh) 0 Storage Bay Dist (ft) 3o6 ' 150 Storage Blk Time (%) 2 8 0 0 0 0 Queuing Penalty (veh) 7 6 1 0 „ 0 1 One Logistics Park - Winchester SimTraffic Report Pennoni A r Run 30 Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/07/2020 ' Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement -�- EB EB.. WB WB WB NB Sg Directions Served T T T T R LTR LTR Maximum Queue (ft) 98 47 372 376 329 50 64 Average Queue (ft) 6 3 224 344 12 25 29 95th Queue (ft) 45 20 442 373 112 48 59 Link Distance (ft) 388 388 335 335 335 278 396 Upstream Blk Time (%) 3 14 0 Queuing Penalty (veh) 20 86 1 Storage Bay Dist (ft) Storage Blk Time (%) 1 3 ' Queuing Penalty (veh) 0 0 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Movement EB EB EB EB WB WB� WB NBT� NB SB Directions Served L T T R L T T L TR LTR Maximum Queue (ft) 82 216 233 32 40 516 561 136 69 129 Average Queue (ft) 9 61 64 4 4 215 385 67 29 47 95th Queue (ft) 38 147 145 14 20 505 600 123 52 93 Link Distance (ft) 335 335 1038 1038 407 407 448 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 370 270 1000 Storage Blk Time (%) 3 ' Queuing Penalty (veh) 0 Intersection: 50: Front Royal Pike & Travelodge Ln/Deico Plaza Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 95 71 131 144 66 181 109 188 34 155 135 30 Average Queue (ft) 47 38 59 65 18 56 39 28 4 69 63 5 95th Queue (ft) 85 62 111 121 49 114 86 57 18 129 121 20 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) ' Queuing Penalty (veh) Storage Bay Dist (ft) 300 150 Storage Blk Time (%) Queuing Penalty (veh) 0 0 One Logistics Park - Winchester SimTraftic Report Pennoni Ill SimTraffic Performance Report 2024 Build Ph 1A AM Average of All Runs 2024 Pre -Phase A AM 12/08/2020 8: Apple Blossom Dr & Juba[ Early Drive Performance by movement Movement EBL EBT EBR WBL WBT WBR� NBL NBT NBR SBL SBT SBR Denied DelNeh (s) 0.2 0.1 0.2 0.0 0.0 0.0 5.8 0.1 0.1 0.1 0.1 0.1 Total DelNeh (s) 26.0 15.9 13.6 16.6 16.6 7.6 67.0 60.5 10.0 46.8 37.6 17.6 8: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement All Denied DelNeh (s) 0.1 Total DelNeh (s) 20.0 9: Frontage Rd & Millwood Avenue Performance by movement Movement EBL EBT EBR WBL . WBT __WBR __NBL _NBT NBR SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 4.1 0.1 0.1 Total DelNeh (s) 85.2 19.7 25.4 23.9 7.4 6.6 57.8 69.5 15.4 29.4 13.6 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by movement Movement EBT EBR WBL WBT NBR SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 1.7 0.2 Total DelNeh (s) 7.7 1.8 46.5 10.7 1.1 28.6 10.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Movement � EBL EBT EBR WBL WBT WBR NBL NBT. NBR SBL SBT SBR Denied DelNeh (s) 0.0 Total DelNeh (s) 39.4 30: Front Royal Pike/1-81 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 39.7 5.8 82.3 26.3 7.0 47.4 68.2 23.1 96.8 79.3 19.4 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement Movement. All Denied DelNeh (s) 0.1 Total DelNeh (s) 36.5 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement Movement EBT WBT NBL NBR SBL SBR All _^ Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.1 0.1 0.0 Total DelNeh (s) 3.6 1.1 72.9 36.2 45.3 15.2 4.1 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement ovev�i ement EBL^ EBT EBR WBL WBT WBR YM NBL m NBR SBL SBT SBR All Denied DelNeh (s) Total DelNeh (s) 0.0 9.6 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 1.9 0.8 15.5 1.9 1.3 60.2 20.5 66.9 52.7 11.6 0.0 2.7 One Logistics Park - Winchester SimTraftic Report Pennoni SimTraffic Performance Report 2024 Build Ph 1A AM Average of All Runs 2024 Pre -Phase A AM 50. Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement 12/08/2020 Movement. , EBL,«,.: EBT : EBR =;`WBL ..1NBT .:WBR: ` NBL : NBT .NBR.` . ; S.BL SBT �SBt Denied DelNeh (s) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 37:2 45.7 10.1 33.9 40.0 8.1 33.9 4.3 2.6 58.4 10.5 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement Movement,.. _ -. ,. All � Denied Del/Veh (s) 0.0 Total DelNeh (s) 82 51: Front Royal Pike & Costco Performance by movement Denied Del/Veh (s) 0.0 0.0 0.0 0.0 / 0.0 Total DelNeh (s), 8 ,1.8 1.4 1.6 r.. ..,, 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement Movement;... _ EBL„ ,,. EBR . WBL V1lBT.nVUBR , NBL 'NBT NBRg :;SBL SBT...,SBR PI( Denied DelNeh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 38.7 10.1 29.9 27.3 6.4 39.9 6.6 4 5� 31 7 3.0 0.7 71i 70. Prince Frederick Dr & Costello Dr Performance by movement MovementT EB1 .EBT, ,.,.EBR , ;,c,NBl,.,r NBT ..=Y.� .. Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _. _ Total DelNeh (s) 6:7 0.4 3.9 3.5 ': 0.1 1.6 0 8 2 0 ,. 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by movement Movement`..`SBL SBT,,, Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.0 Total DeUVeh (s) 2.7 -.0.2 1.9 1.0 - 1.3 80: Coverstone Dr & Prince Frederick Dr Performance by movement ovemerit= WBT 1NBR, .,:SBL„ ,';All, .,77777777 ,,. Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 02 ., , 0.2 4.8 4.0 -. 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.0 Total Def/Veh (s), 0.7. 0.7 0.4 4.8 0.8 One Logistics Park - Winchester SimTraffic Report Pennoni ' Average of All Runs SimTraffic Performance Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/08/2020 ' 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement MovementRT EBU EBL EBT EBR WBU WBL WBT NBL NBT NBR SBL SBT ' Denied Del/Veh (s) 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 20.4 20.7 14.4 7.5 34.1 41.6 10.7 59.8 63.5 18.5 53.1 55.9 ' 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement ovement�l- - Denied DelNeh (s) 0.0 0.0 Total DelNeh (s) 17.2 15.8 100: Millwood Pike & Inverlee Wy Performance by movement Movement EBL EBT WBT WBR SBL SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.2 0.2 0.0 Total DelNeh (s) 6.1 1.7 6.0 6.0 44.2 17.1 4.2 110: Millwood Pike & Sulphur Springs Rd Performance by movement ' Movement WBL WBR NBU-^ NBT NBR SBL SBT All Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 ' Total DelNeh (s) 35.2 6.4 51.7 21.3 4.5 53.9 15.7 19.3 180: Sheriffs Office (East Entr) & Coverstone Dr Performance by movement ' Movement EBL EBT EBR . NBL SBR All Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) 1.8 0.0 0.1 5.0 2.6 1.7 ' Total Network Performance ' Denied DelNeh (s) 0.7 Total DelNeh (s) 84.1 One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2024 Build Ph 1A AM 8: Apple Blossom Dr & Juba] Early Drive Performance by approach Approach:. y EB. NB s, Denied DelNeh (s) 0.1 0.0 0.3 0.1 0.1 Total DelNeh (s) 17.0 12.8 28.5 45.220.0 9: Frontaae Rd & Millwood Avenue Performance by aDDroach Average of All Runs 2024 Pre -Phase A AM 12/08/2020 Denied DelNeh (s) 0.0 0.0 3.7 0.1 0.1 Total Del/Veh (s) 20.7 8.5 19.1 29.413.E 10: 1-81 SIB On-RamD/1-81 SB Off -Ramp & Millwood Avenue Performance by aDDroach Denied DelNeh (s) 0.0 0.0 0.0 1.7 0.2 Total DelNeh (s), 6.9 14.7 1.1 28.E 10.7 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach NB Apoach EB WBp:SA. 1 Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.1 Total DelNeh (s) 28.7 26.2 52.3 52.6 36.5 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach Denied Del/Veh (s) 0.0 0.0 0.1 0.1 0.0 Total Del/Veh (s) 3:6 A 54.9 27 8 4.1 .:..... 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach Approach`; x`} .. EB W6 NB. SB . yAll ` . rt Denied DelNeh (s) 0.0 0.0 0.1 0.1 0.0 Total DelNeh (s) , , 2.0 1.9 44.8 22.8 2.7 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 Total DelNeh (s) - 14`.4 10.9 4.6 10.3 . 8.2 51: Front Royal Pike & Costco Performance by approach Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 1.5 1.8 1.4 1.6 One Logistics Park - Winchester SimTraffic Report Pennoni ' Average of All Runs SimTraffic Performance Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/08/2020 60: Route 522 & Hotel Entrance/Costello Dr Performance by approach _ _____.___.._,___ Approa_ch _.�..._._._., EB�..� lN6___._NB SB _ All Denied DelNeh (s) 0.1 0.0 0.0 0.0 0.0 Total DelNeh (s) 27.6 23.7 6.4 5.3 7.1 ' 70: Prince Frederick Dr & Costello Dr Performance by approach ..,____.______ "�.___ -- -- - , Approach EB_ NB SB All ' Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 3.2 0.9 1.4 2.0 ' 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approach - Appr a h WB NB SB All Denied DelNeh (s) 0.1 0.0 0.0 0.0 Total DelNeh (s) 2.7 0.2 1.4 1.3 80: Coverstone Dr & Prince Frederick Dr Performance by approach ' Approach _._.____.______ _.-_WB __ SB All Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 0.2 4.8 4.0 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach ' Approach EB WB NB All Denied DelNeh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.7 0.4 4.8 0.8 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach Approach~B-� WB NB� SB All ' Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 14.0 13.7 46.5 30.7 15.8 100: Millwood Pike & Inverlee Wy Performance by approach Approach -��-EB WB SB All ' Denied DelNeh (s) Total DelNeh (s) 0.0 1.8 0.0 6.0 0.2 25.1 0.0 4.2 110: Millwood rvPike ^& Sulphur Springs Rd Performance by approach- Approach ____-VUB �� NB SB All ____ Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 24.1 19.4 17.7 19.3 ' One Logistics Park - Winchester SirnTraffic Report Pennoni Average of All Runs Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/08/2020 Intersection: 8: Apple Blossom Dr & Jubal Early Drive Movement=" 4 EB . , Directions Served L T TR L T T L T R L L TR Maximum Queue (ft)'. 117 211 234 88 268 294 ' 15 54 46 256. 282 97. Average Queue (ft) 49 97 120 37 147 170 1 9 9 144 169 32 95th Queue (ft) 96 176 201 73 236 263 8 35 29 229 252 75 Link Distance (ft) 4856 4856 900 900 692 692 5441 5441 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 450 „ 200 350 Storage Blk Time (%) 0 0 0 0 QueuingPenalty (veh) 0 0' ...... 0< 0 Intersection: 9: Frontage Rd & Millwood Avenue Directions Served L T T R L T TR LT R R Maximum Queue (ft) 66 356 399 28 118 90 88 44. 97 64 ._ Average Queue (ft) 19 160 198 1 54 17 20 8 42 19 95th Queue (ft) , - 49 296 347 13 105 58 64' 32 77 49 Link Distance (ft) 900 900 212 212 809 332 Upstream Blk Time (%) _. Queuing Penalty (veh) Storage Bay Dist(ft) 75 50 '180 250 . Storage Blk Time (%) 0 22 37 0 0 0 Queuing Penalty (veh) 3 4 1 0 0 0 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement's Directions Served T T L T T T T R T R R Maximum Queue (ft) 118 135 249 336 374 111 213 42 31;- „ 47 ._ 286 262 Average Queue (ft) 46 64 120 128 170 6 15 2 2 4 168 156 95th Queue (ft) 102 121 215 265 309 �;, 70 115 37 - 46d , -66' . ' 255 241 Link Distance (ft) 212 212 587 587 460 460 460 371 1221 944 Upstream Blk Time (%) ; 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 580 . �. 500 Storage Blk Time Queuing Penalty (veh) F Ll LJI One Logistics Park - Winchester SimTraffic Report I Pennoni �I � I Queuing and Blocking Report 2024 Build Ph 1A AM Average of All Runs 2024 Pre -Phase A AM 12/08/2020 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement _.—. r._ EB—EB EB EB EB B78 B78T B78 WBT WB WB WB Directions Served L L T T R T T T L T T R Maximum Queue (ft) 212 398 516 518 64 173 298 294 196 229 243 209 Average Queue (ft) 113 101 314 328 3 20 35 28 89 117 123 59 95th Queue (ft) 186 310 516 528 70 136 204 228 175 196 206 142 Link Distance (ft) 460 460 460 587 587 587 388 388 Upstream Blk Time (%) 0 4 5 0 0 0 Queuing Penalty (veh) 0 29 39 0 3 0 Storage Bay Dist (ft) 450 450 290 235 Storage Blk Time (%) 0 4 0 0 0 0 Queuing Penalty (veh) 0 9 0 0 1 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB NB SB SB SB SB $32 B1 Directions Served L L T T R L T T R T T Maximum Queue (ft) 228 241 345 308 195 146 150 891 338 176 116 Average Queue (ft) 120 133 195 155 64 134 123 403 127 37 16 95th Queue (ft) 197 211 315 278 136 158 205 1009 404 248 212 Link Distance (ft) 531 531 531 1098 494 2847 Upstream Blk Time (%) 5 2 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 375 300 150 150 350 Storage Blk Time (%) 0 0 16 20 14 1 Queuing Penalty (veh) 0 0 86 108 117 4 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Movement EB EB NB SB Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) T T LTR LTR 2 1 111 80 0 0 42 24 3 1 91 59 388 388 278 396 One Logistics Park - Winchester SimTraffic Report Pennoni � I Queuing and Blocking Report 2024 Build Ph 1A AM Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Average of All Runs ' 2024 Pre -Phase A AM 12/08/2020 Movemerit. _ £._., WB . �x=� WB WB. iN6 Directions Served L T T R L T T R L TR LTR Maximum Queue (ft) 51 124 143 3 ;_ 13 61 93 3 75 55 82 Average Queue (ft) 7 30 41 0 1 7 12 0 20 10 25 95th Queue (ft) 30 90 109 . 2 :=` .., y 7 .. 34 53 2 5637 . 62 Link Distance (ft) 335 335 1038 1038 407 407 448 Upstream BIk Time Queuing Penalty (veh) Storage Bay Dist (ft) 370 2>70 ;1000 500 Storage BIk Time Queuing Penalty (veh) Intersection: 50: Front Roval Pike & Travelodae Ln/Delco Plaza 77Nb . 7 q ; ..NB , Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 52 81 48 _; _. 95 48 133 139 128 37 154 167 38 Average Queue (ft) 14 39 12 45 12 30 30 25 6 46 58 6 3 L 5h Queue (ft) � � .. �1918 �. = 35 .. - '393 22 ntk Distance (ft) 244 294 191�8 393 393 5311 531 531 Upstream Blk Time (9o) Queuing Penalty (veh) Storage Bay Dist, ft Storage BIk Time (%) 0 0 Queuing Penalty (veh,) Intersection: 51: Front Roval Pike & Costco Directions Served TR T Maximum Queue (ft) 1 1, Average Queue (ft) 0 0 95th Queue (ft) 2 2 Link Distance (ft) 252 393 Upstream BIk Time, (%) ." Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) T 5 393 One Logistics Park - Winchester SimTraffic Report Pennoni H— I L 11 Average of All Runs Queuing and Blocking Report 2024 Pre -Phase A AM 2024 Build Ph 1A AM 12/08/2020 Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement _ EB EB WB WB WB r NB NB NB NB SB SB SB Directions Served LT R L LT R L T T TR L T TR Maximum Queue (ft) 48 34 51 81 60 13 120 146 164 112 140 153 Average Queue (ft) 12 6 13 37 19 1 48 49 64 42 37 40 95th Queue (ft) 39 27 38 68 47 9 102 110 132 89 99 105 Link Distance (ft) 416 416 1340 1340 990 990 990 252 252 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 120 100 195 Storage Blk Time (%) Queuing Penalty (veh) 1 0 0 0 Intersection: 70: Prince Frederick Dr & Costello Dr Movement EB EB NB SB Directions Served L R LT TR Maximum Queue (ft) 67 66 40 2 Average Queue (ft) 26 26 4 0 95th Queue (ft) 56 51 23 2 Link Distance (ft) 1590 157 980 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 71: Prince Frederick Dr & Army Corp of Engrs Entr Movement, WB SB Directions Served LR LT Maximum Queue (ft) 51 40 Average Queue (ft) 7 4 95th Queue (ft) 31 23 Link Distance (ft) 908 157 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) One Logistics Park - Winchester SimTraffic Report Pennoni i Queuing and Blocking Report 2024 Build Ph 1A AM Average of All Runs 2024 Pre -Phase A AM 12/08/2020 Intersection: 90: Prince Frederick Dr/Custer Ave & Route 50 Directions Served UL T T R T UL T TR LT R LT R Maximum Queue (%) 232 396 399 200 2 128 219 227 106 6T 132 116 Average Queue (ft) 59 196 208 80 0 50 72 80 39 16 55 49 95th Queue (ft) 142 353 370 208 3 103 162 174 87 _ 46 109 91 Link Distance (ft) 907 907 1038 814 814 424 424 267 Upstream Blk Tirrej(%) 0 0 Queuing Penalty (veh) 0 0 .. _ .. Storage Bay Dist (ft) o . , 280 200 365 Storage Blk Time (%) 0 2 8 0 Queuing.P.enaltY (,veh) • • .•.... 2 16 2 Intersection: 100: Millwood Pike & Inverlee W Directions Served L LR Maximum Queue (ft) 33 161. Average Queue (ft) 5 55 95th Queue (ft) , ..., 21 .. 124 .. . Link Distance (ft) 1206 Queuing Penalty (veh) Storage Bay Dist (ft) 330 n `°` _ _ _... • ,a.,;, ,,, Storage Blk Time Queuing,Penalty?h) .�... ,. _m. . _ .... Intersection: 110: Millwood Pike & Sulphur Springs Rd Movementik 7NB,.���N6.,� Directions Served L R UT T R L T T Maximum Queue, .204 20875 327 333 Average Queue (ft) 155 45 106 107 25 74 133 141 s., 95th Queue (ft)„ _ 252 90 .176 180 60 152 281 289 Link Distance (ft) 508 694 694 2542 2542 Upstream Blk time (%) Queuing Penalty (veh) Storage Ba Dist ft 450 n 290 430 Storage Blk Time (%) 0 0 Queuing Penalty_(veh) ,. 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni CI i_ L�j n Project Information Analyst Pennoni Date 12/10/2020 Agency VDOT Analysis Year 2024 Build Pre -Phase A Jurisdiction Frederick Co, VA Time Period Analyzed AM Peak Hour Project Description One Logistics Park - Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NwL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Adjustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 Incident Type No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FR Demand Volume (Vi), veh/h 740 851 370 302 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 6.00 5.00 11.00 11.00 Heavy Vehicle Adjustment Factor (fHV) 0.929 0.939 0.892 0.901 Flow Rate (vi), pc/h 866 985 451 364 Weaving Flow Rate (vw), pc/h 1349 Freeway Max Capacity (ClFL), pc/h/In 2200 Non -Weaving Flow Rate (VNW), pc/h 1317 Density -Based Capacity (OWL), pc/h/In 1651 Total Flow Rate (v), pc/h 2666 Demand Flow -Based Capacity (clw), pc/h 4743 Volume Ratio (VR) 0.506 Weaving Segment Capacity (cw), veh/h 4376 Minimum Lane Change Rate (LCMIN), Ic/h 1349 Adjusted Weaving Area Capacity, pc/h 4743 Maximum Weaving Length (LMAx), ft 7897 Volume -to -Capacity Ratio (v/c) 0.56 Speed and Density Non -Weaving Vehicle Index (INw) 0 Average Weaving Speed (Sw), mi/h 36.3 Non -Weaving Lane Change Rate (LCNW), Ic/h 81 Average Non -Weaving Speed (SNW), mi/h 31.0 Weaving Lane Change Rate (LCw), Ic/h 1421 Average Speed (S), mi/h 33.5 Weaving Lane Change Rate (LCAII), Ic/h 1502 Density (D), pc/mi/In 26.5 Weaving Intensity Factor (W) 0.406 Level of Service (LOS) C lFopyright © 2020 University of Florida. 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HCSTW Freeways Version 7.9 (jenerateo: 1L/IU/[u[u uu: i i:st 2024 Build Pre -Phase A AM-Weave.xuf ' Average of All Runs SimTraffic Performance Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/08/2020 ' 8: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement EBL EBT m EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ' Denied Del/Veh (s) 0.2 0.2 0.2 0.0 0.0 0.0 3.8 0.2 0.2 4.3 4.1 2.8 Total Del/Veh (s) 255.9 319.4 337.3 24.1 17.3 6.8 29.1 31.3 15.0 200.9 38.1 30.6 8: Apple Blossom Dr & Jubal Early Drive Performance by movement Movement ' Denied Del/Veh (s) 0.9 Total DelNeh (s) 132.5 9: Frontage Rd & Millwood Avenue Performance by movement - Movement EBL -EBT EBR Y WBL WBT WBR NBL NBT NBR SBL SBR All Denied DelNeh (s) 0.0 1.4 0.0 0.0 0.0 0.0 92.7 154.5 113.8 0.1 0.1 9.5 Total DelNeh (s) 181.5 114.5 117.8 33.3 8.6 9.3 203.5 281.6 281.4 151.7 32.3 74.4 10: 1-81 SB On-Ramp/1-81 SIB Off -Ramp & Millwood Avenue Performance by movement 'Movement EBT EBR _ WBL WBT NBR SBR All ' Denied DelNeh (s) 0.0 Total DelNeh (s) 27.1 30: Front Royal Pike/1-81 0.0 2.1 1.0 0.0 1.5 0.6 2.1 125.1 8.9 2.4 42.5 23.5 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement 'Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ' Denied DelNeh (s) 27.5 Total DelNeh (s) 255.3 30: Front Royal Pike/1-81 21.6 55.3 0.3 0.2 0.8 0.7 2.7 0.7 0.0 0.0 0.0 22.5 6.2 52.2 38.4 57.2 57.2 174.5 64.6 93.2 62.2 2.4 NB Ramps & Millwood Avenue/Millwood Pike Performance by movement - 'MovementAll ' Denied DelNeh (s) 13.8 Total DelNeh (s) 71.7 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by movement Movement u EBT WBT NBL NBR SBL SBR All ' Denied DelNeh (s) 0.0 Total DelNeh (s) 2.6 0.1 0.1 0.1 0.1 0.1 0.1 22.7 58.3 25.0 52.4 31.5 15.9 ' One Logistics Park - Winchester SimTraific Report Pennoni SimTraffic Performance Report 2024 Build Ph 1A PM Average of All Runs 2024 Pre -Phase A PM 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement 12/08/2020 Movement,,,,,, Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.2 0.1 Total DelNeh (s) 24.1 4.4 1.2 -15.1 „49.8 35.0 56.8 48.3 11.6 65.14 68.9 20.8 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by movement Moyernent ._,w, , . All Denied DelNeh (s) 0.0 Total DelNeh (s) 32.4 50.- Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement NBL ,NBT,' Denied DelNeh (s) 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.2 0.3 0.1 0.0 0.0 Total DelNeh (s) 54.4 47.9 9.3 34.8 35 2 46 9 • 45.6 43,6 33.9 42.0 15.0 6.9 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by movement _7 iNovemeclt; s, All 11, Denied DelNeh (s) 0.1 Total DelNeh'(s) 31.3 51: Front Royal Pike & Costco Performance by movement Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 _ Total DelNeh (s)' 58.9 �10.49.5 21 `10 5 60: Route 522 & Hotel Entrance/Costello Dr Performance by movement Movement;EBL.NBL ;`: , NBT ',> NBR :°. SBL . „SBT Denied DelNeh (s) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh 41.9 43.0 13.1 30.6 15.1 43.1 20.3 16.3 26.1 3._9 2.1 _ 16.9 70- Prince Frederick Dr & Costello Dr Performance by movement Movementl EBL EBT EBRNBL NBT s *SBT SBR , All . Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s)- 8.2 1.1 2.5 2.3. , 0„7 1 8 0.9 71: Prince Frederick Dr & Armv Coro of Enars Entr Performance by movement Denied DelNeh (s) Total DelNeh (s) 0.2 0.0 0.0 0.0 0.1 3.8 0.6 2.1 0.4 - 1.9 17, One Logistics Park - Winchester SirnTraffic Report I Pennoni Average of All Runs SimTraffic Performance Report 2024 Pre -Phase A PM 2024 Build Ph 1 A PM 12/08/2020 80: Coverstone Dr & Prince Frederick Dr Performance by movement Movement � ^ WBT WBR SBL All ' Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 0.1 0.4 3.4 0.8 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by movement Movement __� ��_� EBT EBR WBT NBL All ' Denied Del/Veh (s) 0.0 0.1 0.0 0.1 0.0 Total DelNeh (s) 0.8 0.6 0.4 4.4 0.9 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement Movement EBU T EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Total DelNeh (s) 49.6 50.1 8.7 3.3 22.1 25.7 24.3 24.7 102.1 86.3 9.4 89.1 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by movement ' Movement SBT SBR - All Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 90.3 31.5 26.0 100: Millwood Pike & Inverlee Wy Performance by movement ' Movement EBL EBT WBT WBR SBL SBR All m i Denied DelNeh (s) 0.0 0.0 0.0 0.1 0.1 0.1 0.0 Total DelNeh (s) 23.0 0.9 11.8 12.7 56.3 26.2 9.0 ' 110: Millwood Pike & Sulphur Springs Rd Performance by movement Movement ^ -�WBL WBR NBT NBR SBU SBL SBT All�� Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total DelNeh (s) 33.2 14.2 125.0 86.8 39.0 39.6 10.3 75.4 180: Sheriffs Office (East Entr) & Coverstone Dr Performance by movement Movement EBL � EBT EBR NBL SBR All ' Denied DelNeh (s) 0.0 0.2 0.1 0.2 0.1 Total DelNeh (s) 1.4 0.0 4.1 2.7 2.7 Total Network Performance �m Denied DelNeh (s) 13.2 ' Total DelNeh (s) 300.5 One Logistics Park - Winchester SimTraffic Report Pennoni SimTraffic Performance Report 2024 Build Ph 1A PM 8: Apple Blossom Dr & Jubal Early Drive Performance by approach Average of All Runs 2024 Pre -Phase A PM 12/08/2020 $ x Denied Del/Veh (s) 0.2 0.0 0.6 4.1 0.9 Total Del/Veh (s) v 317.2,_' 14 0 2'1 1 ': ''169.7 (32 5 x; 9: Frontage Rd & Millwood Avenue Performance by aaaroach Appz Denied Del/Veh (s) 1.4 0.0-11 113.2 0.1 9.5 Total `DelNeh, (s) x' 115;2 10 9 278 8 v,�.�92 0 74 4 . ��. . 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Performance by approach t> i�i y StCQx EI , � , ,. �� � Qa^_. \. Denied Del/Veh (s) 0.0 1.2 0.0 1.5 0.6 Total•DelNeh-(s) 21;6 29 2 2 4 42.6 23 5 w b„ 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Performance by approach Ap roprop ach�EByWBB ,TSB, "%A11 kt 4�\ . �Fx ��d�. Denied Del/Veh (s) 34.8 0.5 1.6 0.0 13.8 Total DelNeh (s). > 784 46 6 111 4 35 2 71 7'�v�oxc . 31: Gas Station Driveway/Hotel Driveway & Millwood Pike Performance by approach A„ coach,, o EBWB, NBA SB All hn\ 1 ....�,., ..��,.... ��o Denied Del/Veh (s) 0.0 0.1 0.1 0.1 0.1 Total Del/Veh (s) 40: Delco Plaza/Tulane Drive & Millwood Pike Performance by approach .,x �77,z N Denied Del/Veh (s) 0.0 0.0 0.2 0.1 0.0 Total DelNeh (s) 4 6 49 2 40 3 30 50: Front Royal Pike & Travelodge Ln/Delco Plaza Performance by approach Denied Del/Veh (s) 0.1 0.1 0.2 0.0 0.1 Total DellVeh (s) 51: Front Royal Pike & Costco Performance by approach Denied Del/Veh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 586 104 21 v .�10.5 One Logistics Park - Winchester SirnTraffic Report Pennoni F I �I Average of All Runs SimTraffic Performance Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/08/2020 60: Route 522 & Hotel Entrance/Costello Dr Performance by approach Approach ____ EB WB NB Denied DelNeh (s) 0.1 0.1 0.0 0.0 0.0 Total DelNeh (s) 40.3 21.5 19.8 11.1 16.9 70: Prince Frederick Dr & Costello Dr Performance by approach Approach EB NB SB All- ' Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 3.0 1.2 1.0 2.1 71: Prince Frederick Dr & Army Corp of Engrs Entr Performance by approachA #� Approach WB NB SB All ' Denied DelNeh (s) 0.2 0.0 0.0 0.1 Total DelNeh (s) 3.8 0.6 0.8 1.9 80: Coverstone Dr & Prince Frederick Dr Performance by approach Approach _.T_... WB SB All Denied DelNeh (s) 0.0 0.0 0.0 Total DelNeh (s) 0.4 3.4 0.8 81: Sheriff's Office (West Entr) & Coverstone Dr Performance by approach Rpprcach EB WB _ NB All _ ' Denied DelNeh (s) 0.0 0.0 0.1 0.0 Total DelNeh (s) 0.8 0.4 4.4 0.9 90: Prince Frederick Dr/Custer Ave & Route 50 Performance by approach Approach EB WB NB SB All ' Denied DelNeh (s) 0.0 0.0 0.0 0.0 0.0 Total DelNeh (s) 13.7 24.4 64.9 55.1 26.0 100- Millwood Pike & Inverlee Wy Performance by approach Approach EB WB SB All _ Denied DelNeh (s) Total DelNeh (s) 0.0 1.9 0.0 11.8 0.1 36.9 0.0 9.0 ' 110: Millwood Pike & Sulphur Springs Rd Performance by approach Approach WB NB SB All Denied DelNeh (s) 0.0 0.0 0.0 0.0 Total DelNeh (s) 21.0 119.1 17.2 75.4 One Logistics Park - Winchester SirnTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 1: Bend Average of All Runs 2024 Pre -Phase A PM 12/08/2020 1 Directions Served T Maximum Queue ft �690 27. Average Queue (ft) 91 31 95th Queue (ft) 512° Link Distance (ft) 1106 1106 Upstream Blk Time %Q Queuing Penalty (veh) 0 Storage BayDist eft) � Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Apple Blossom Dr & Jubal Earlv Drive 577, SB �SB�,eSB Directions Served L T TR L T T L T R L L TR Maximum Queue.(ft) 275 ; 2386 ; 2389 132 ' 239 `257 49 94 ;. 120' 350 1243 106Q Average Queue (ft) 120 1241 1257 64 126 143 15 34 44 282 641 331 95th Queue „ 0217 23. 7A3 426 1430�,.. , 11472 Link Distance (ft) 9165 9165 900 900 692 692 1480 1480 Upstream_BlkTime (%) =. Queuing Penalty (veh) 0 0 D Storage BaiN,.. .,.. 200 354y 0 Storage Blk Time (%) 0 68 6 37 Queuing=Penalty veh) ... Intersection: 9: Frontage Rd & Millwood Avenue Mouernertf ,j`�B eEB"£a EB,� EBiNB �W �° to Directions Served L T T R L T TR LT R LT R Maximum Que' 44 1208ue .50797'250 9 Average Queue (ft) 18 818 842 7 91 57 54 492 226 31 17 _. 95th Queue (ft) 52 1054 1051 30„ 154 136 ,. 118 1055 304 Link Distance (ft) 900 900 212 212 809 332 332 Upstream BIk Time (%) 0 ,=� 0'38 �r Queuing Penalty (veh) 39 58 2 2 0 Storage Bey Dist(ft) 75 �Y 50 <180 250 �;vv,s Storage Blk Time (°/o) 0 ., 58 53 0 0 0 53 60 Queuing,Penalty (veh) .: 4� 1 .. ;,7v,..v 1 4 „ 0 ' ° 149 6 One Logistics Park - Winchester SimTraffic Report Pennoni 7 F Average of All Runs Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/08/2020 Intersection: 10: 1-81 SB On-Ramp/1-81 SB Off -Ramp & Millwood Avenue Movement EB EB WB - WB WB^-B78� B78 B78 NB B84 SB SB ' Directions Served T T L T T T T R T R R Maximum Queue (ft) 252 257 537 504 457 123 163 38 366 276 312 285 Average Queue (ft) 215 202 366 186 161 22 20 4 50 29 188 165 95th Queue (ft) 283 289 614 550 414 143 141 63 281 218 287 267 Link Distance (ft) 212 212 587 587 460 460 460 371 1221 944 Upstream Blk Time (%) 29 15 1 4 0 0 0 0 5 0 Queuing Penalty (veh) 188 95 0 39 3 1 1 0 0 0 Storage Bay Dist (ft) 580 500 Storage Blk Time (%) 2 4 0 Queuing Penalty (veh) 17 13 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement EB EB EB EB B78 -T 678 B78 WB WB WB WB NB Directions Served L L T T T T T L T T R L Maximum Queue (ft) 446 450 540 371 611 617 798 284 429 429 235 334 Average Queue (ft) 440 449 531 184 560 398 252 84 332 394 233 191 95th Queue (ft) 450 453 561 308 716 749 746 217 484 471 254 315 Link Distance (ft) 460 460 587 587 587 388 388 Upstream Blk Time (%) 2 24 66 0 27 4 7 5 30 Queuing Penalty (veh) 0 0 494 0 202 33 51 51 284 Storage Bay Dist (ft) 450 450 290 235 375 Storage Blk Time (%) 17 47 55 0 10 39 44 0 Queuing Penalty (veh) 75 209 333 0 8 300 225 0 Intersection: 30: Front Royal Pike/1-81 NB Ramps & Millwood Avenue/Millwood Pike Movement NB NB NB NB SB SB SB SB Directions Served L T T R L T T R Maximum Queue (ft) 536 568 554 300 142 146 269 140 Average Queue (ft) 307 477 455 174 100 54 68 11 95th Queue (ft) 591 639 645 388 153 147 209 110 Link Distance (ft) 531 531 531 1106 Upstream Blk Time (%) 5 23 16 Queuing Penalty (veh) 19 87 59 Storage Bay Dist (ft) 300 150 150 350 Storage Blk Time (%) 1 50 1 3 4 3 0 Queuing Penalty (veh) 3 40 2 11 13 13 0 One Logistics Park - Winchester SimTraffic Report Pennoni � I Queuing and Blocking Report 2024 Build Ph 1A PM Average of All Runs 2024 Pre -Phase A PM 12/08/2020 Intersection: 31: Gas Station Driveway/Hotel Driveway & Millwood Pike 1 Directions Served T T T Maximum Queue 6 2 362 Average Queue (ft) 0 0 190 95th Queue (ft) 8 3 424 Link Distance (ft) 388 388 335 Upstream Blk Time (%) 2 Queuing Penalty (veh) 12 Storage Bay Dist'(ft) Storage Blk Time (%) 0 2 Queuing Penalty (veh) 0 0 T R LTR 366 -176 104 298 9 38 4M 101 84 335 335 278 14 0 85 1 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike LTR 96 32 74 396 Directions Served L T T R L T T R T T L TR Maximum ft Queue .(.) 53 154 165 24 `� 495 797 854 334, _ _.. 112' _a« � _., 121 u. 166` . .. _. M 74 Average Queue (ft) 12 55 60 4 118 426 513 56 34 39 _ 76 28 95th Queue (ft) f 36 '128 134 14 599 1053 1117 316 257 275 138 59. Link Distance (ft) 335 335 1038 1038 907 907 407 407 Upstream BIkTime (%) 4 9 0; 0 _. ..0. ^ Queuing Penalty (veh) 34 81 0.. Storage, Bay Dist (ft)� . 370 .: . 270 1000 500 .... �..,. .. :.. . ; .< Storage Blk Time (%) 0 4 31 0 Queuing,Penalty..(eh)V._�_ .. 0 1, : 'S. 1 Intersection: 40: Delco Plaza/Tulane Drive & Millwood Pike Directions Served LTR Maximum Queue (ft) 113 Average Queue (ft) 42 95th Queue,(ft)_. _ ; _ .� 88 Link Distance (ft) 448 Upstream Blk Time w Queuing Penalty (veh) Storage Blk Time (%) QueumgPenalty(veh) One Logistics Park - Winchester Pennoni n C I H SimTraffic Report I n Queuing and Blocking Report 2024 Build Ph 1A PM Average of All Runs 2024 Pre -Phase A PM 12/08/2020 Intersection: 50: Front Royal Pike & Travelodge Ln/Delco Plaza Movement EB �mEB WB WB NB NB NB NB SB SB SB SB Directions Served LT R LT R L T T TR L T T R Maximum Queue (ft) 115 87 151 223 185 334 337 329 37 166 181 34 Average Queue (ft) 46 39 61 92 34 178 183 179 7 71 73 5 95th Queue (ft) 102 69 127 233 155 426 438 458 25 139 141 19 Link Distance (ft) 294 294 1918 1918 393 393 393 531 531 531 Upstream Blk Time (%) 9 12 21 Queuing Penalty (veh) 37 47 86 Storage Bay Dist (ft) 300 150 Storage Blk Time (%) 0 16 0 Queuing Penalty (veh) 0 3 0 Intersection: 51: Front Royal Pike & Costco Movement WB TM 624 �- NB -T NB NB SB� SB Directions Served R T T T TR T T Maximum Queue (ft) 238 139 124 130 131 50 5 Average Queue (ft) 79 31 41 44 40 2 0 95th Queue (4) 365 245 184 191 180 27 8 Link Distance (ft) 510 1464 252 252 252 393 393 Upstream Blk Time (%) 8 2 3 2 Queuing Penalty (veh) 0 9 10 8 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 60: Route 522 & Hotel Entrance/Costello Dr Movement EB EB WB ^ WB WB NB NB NB NB SB SB SB Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LT R L LT R L T T TR L 55 23 110 142 185 30 207 226 255 192 16 1 32 68 80 2 100 106 127 120 46 12 80 114 159 16 200 216 249 193 416 416 1340 1340 990 990 990 T 243 54 173 252 1 3 120 100 195 0 1 0 8 2 1 0 1 0 0 5 2 TR 165 39 109 252 0 0 One Logistics Park - Winchester SimTraffic Report Pennoni Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 70: Prince Frederick Dr & Costello Dr Average of All Runs ' 2024 Pre -Phase A PM 12/08/2020 1 ovement t , Directions Served L R LT TR Maximum Queue ft 86 48 62 17 Average Queue (ft) 41 6 13 1 95th Queue (ft) 71 29 45 Link Distance (ft) 1590 157 980 U stream Bik Tune Queuing Penalty (veh) Storage is (ft). . . _ 350 �.. .Bay Storage Blk Time (%) . Queuin Penalt ueh Intersection: 71: Prince Frederick Dr & Armv Corp of Enars Entr ,pan g.� 1'�S<x' > �`A"k �e �,c&s '�d x r=-'� Nr� eve,. <W Directions Served LR LT Maximum Queue (ft) , - 66 17 �. wrYa_ ,;. Average Queue (ft) 36 1 95th Queue (ft) Link Distance (ft) 58 908 9 157 c U,pstream,Blk Queuing Penalty (veh) �ti . .... . 12 Storage Blk Time (%) Queuing Penalty (veh)a Intersection: 80: Coverstone Dr & Prince Frederick Dr s Directions Served L Maximum Queue�(ft) Average Queue (ft) = 53 = 13 �` 95th Queue (ft) Link Distance (ft) : ' 40 408 >„ Upstream Blk Time (%) Queuing Penalty (veh) s ,� ., , . `,�„��,..,� ......, , Storage Bay Dist:(ft) Storage Blk Time (%) , . Queuing Penalty (veh) ., , _. One Logistics Park - Winchester SimTraffic Report Pennoni n I 1 Fj 1 I a I � I 1, a Queuing and Blocking Report 2024 Build Ph 1A PM Intersection: 81- Sheriff's Office (West Entr) & Coverstone Dr Average of All Runs 2024 Pre -Phase A PM 12/08/2020 Movement NB Directions Served L Maximum Queue (ft) 29 Average Queue (ft) 12 95th Queue (ft) 33 Link Distance (ft) 368 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection- 84: Bend Movement SB SB Directions Served T Maximum Queue (ft) 8 7 Average Queue (ft) 0 0 95th Queue (ft) 5 6 Link Distance (ft) 371 371 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 90.- Prince Frederick Dr/Custer Ave & Route 50 Movement EB EB EB EB WB WB WB NB NB B23 SB SB Directions Served UL T T R UL T TR LT R T LT R Maximum Queue (ft) 183 206 222 83 239 436 451 316 88 12 140 130 Average Queue (ft) 92 102 108 9 36 253 276 170 32 1 61 51 95th Queue (ft) 162 180 188 47 129 411 437 319 66 21 127 102 Link Distance (ft) 907 907 814 814 424 424 980 267 Upstream Blk Time (%) 1 0 Queuing Penalty (veh) 2 0 Storage Bay Dist (ft) 280 200 365 225 Storage Blk Time (%) 0 0 0 0 1 0 0 Queuing Penalty (veh) 0 0 0 0 1 0 0 One Logistics Park - Winchester SimTraftic Report Pennoni Average of All Runs Queuing and Blocking Report 2024 Pre -Phase A PM 2024 Build Ph 1A PM 12/08/2020 Intersection: 100: Millwood Pike & Inverlee Wy Directions_ Served L T T R LR Maximum Queue (ft)77 3 83 ,. ... Average Queue (ft) 23 0 3 0 40 95th Queue (ft) `59 ' . 4 145 5 Link Distance (ft) 916 2542 1206 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 330 Storage Blk Time (%) Queuing Penalty (,veh) Intersection: 110: Millwood Pike & Sulphur Springs Rd e Movement .. ., 1NB « WB BNB NBA NB B6 B6 SB , SBA Directions Served L R T T R T T UL T T Maximum .Queue (ft),�' 170 152, , 812�'' 814 290 6406 ' ` 5421 ��„ „ 246 w 17G ` »:176 Average Queue (ft) 95th Queue (ft) 74 14�1 70 781 783 266 ,�,1802 381 3350 3372 124 °5815 5833 209 a 64 72 � 141 ' 1,48, _ » „128 ,,.0805 Link Distance (ft) 508 694 694 11312 11312 2542 2542 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 450 Storage Blk Time (%) 57 2 Queuing Penalty,(veh)' .= �159 15 _ �i� Intersection: 180: Sheriff's Office (East Entr) & Coverstone Dr Directions Served LT LTR Maximum "Queue' ft) 25 68 Average Queue (ft) 10 35 95th Queue (ft), » 28 59 Link Distance (ft) 366 115 Upstream Blk Time( o) 0 Queuing Penalty (veh)0 Stora(ft) ge Bay Dist - Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 3915 1 I One Logistics Park - Winchester SimTraffic Report Pennoni Project Information Analyst Pennoni Date 12/10/2020 Agency VDOT Analysis Year 2024 Build Pre -Phase A Jurisdiction Frederick Co, VA Time Period Analyzed PM Peak Hour Project Description One Logistics Park - Winchester Unit United States Customary Geometric Data Number of Lanes (N), In 3 Segment Type Highway/CD Roadway Segment Length (Ls), ft 715 Number of Maneuver Lanes (NwL), In 2 Weaving Configuration One -Sided Ramp -to -Freeway Lane Changes (LCRF), IC 1 Terrain Type Specific Grade Freeway -to -Ramp Lane Changes (LCFR), IC 1 Percent Grade, % 3.00 Ramp -to -Ramp Lane Changes (LCRR), IC 0 Interchange Density (ID), int/mi 0.00 Cross Weaving Managed Lane No Lustment Factors Driver Population Mostly Familiar Final Speed Adjustment Factor (SAF) 1.000 Weather Type Non -Severe Weather Final Capacity Adjustment Factor (CAF) 1.000 InType No Incident Demand Adjustment Factor (DAF) 1.000 Demand and Capacity FF RF RR FIR Demand Volume (Vi), veh/h 1099 396 325 427 Peak Hour Factor (PHF) 0.92 0.92 0.92 0.92 Total Trucks, % 2.00 4.00 9.00 9.00 Heavy Vehicle Adjustment Factor (fHV) 0.967 0.948 0.907 0.917 Flow Rate (vi), pc/h 1235 454 389 506 Weaving Flow Rate (vw), pc/h 960 Freeway Max Capacity (cIFL), pc/h/In 2200 Non -Weaving Flow Rate (vNW), pc/h 1624 Density -Based Capacity (OWL), pc/h/In 1767 Total Flow Rate (v), pc/h 2584 Demand Flow -Based Capacity (cIw), pc/h 6452 Volume Ratio (VR) 0.372 Weaving Segment Capacity (cw), veh/h 5009 Minimum Lane Change Rate (LCMIN), Ic/h 960 Adjusted Weaving Area Capacity, pc/h 5301 Maximum Weaving Length (LMAX), ft 6369 Volume -to -Capacity Ratio (v/c) 0.49 Speed and Density Non -Weaving Vehicle Index (INW) 0 Average Weaving Speed (Sw), mi/h 37.5 Non -Weaving Lane Change Rate (LCNW), Ic/h 144 Average Non -Weaving Speed (SNW), mi/h 34.0 Weaving Lane Change Rate (LCw), Ic/h 1032 Average Speed (S), mi/h 35.2 Weaving Lane Change Rate (LCAII), Ic/h 1176 Density (D), pc/mi/In 24.5 Weaving Intensity Factor (W) 0.335 Level of Service (LOS) C lFopyright © 2020 University of Florida. All Rights Reserved. HCSSW Freeways Version 7.9 ueneratea: it7 iuleuzu uu:z cu 2024 Build Pre -Phase A PM-Weave.xuf 1 1 I Appendix L Turn Lane Warrants 1 I One Logistics Park Winchester Traffic Impact Study I Frederick County, Virginia inia 1 WICKG20001 Revised December 2020 1 1 One Logistics Park Winchester 2024 NO -BUILD Intersectior 7 SB Right -Turn Lane Warrant for: Prince Frederick Dr @ Costello Dr 120+�. 100 '. FULL —WIDTH TURN LANE AND TAPER REQUIRED+,:: en 80 J .� .. y. U �! z vs 60 '` TAPER REQUIRED :: r 7 t� F (7 40 Q a NO TUR�'t' LANES 20 OR TAPERS REQUIRED 100 200 300 400 S00 600 700 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). Peak Hour: AM PM Approach Total 201 VPH 134 VPH Right Turns 74 VPH 125 VPH Right Turn Lane Warrant - Satisfied Pennoni WICKG20001 I of 16 One Logistics Park Winchester Intersection 7 2024 BUILD SB Right -Turn Lane Warrant for: Prince Frederick Dr Peak Hour: AM PM Approach Total 203 VPH 117 VPH Right Turns 63 VPH 106 VPH Right Turn Lane Warrant - Satisfied 1 11 1 1 1 1 1 1 1 �1 1 1 t 1 1 1 1 1 Pennoni WICKG20001 One Logistics Park Winchester Intersection 7 2028 NO -BUILD SB Right -Turn Lane Warrant for: Prince Frederick Dr @ Costello Dr 120 1� 100 -' ` FULL —WIDTH TURN LANE AND TAPER REQUIRED x CO p,.. .4. J U k :fir, 1B*• 60 TAPER REQUIRED Z F- x C9 40 Cc NO TURN LANES 20 OR TAPERS REQUIRED 100 200 300 400 S00 600 700 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). Peak Hour: AM PM Approach Total 259 VPH 140 VPH Right Turns 63 VPH 106 VPH Right Turn Lane Warrant - Satisfied Pennoni WICKG20001 3 of 16 One Logistics Park Winchester Intersection 7 2028 BUILD SB Right -Turn Lane Warrant for: Prince Frederick Dr • Peak Hour: AM PM Approach Total 227 VPH 119 VPH Right Turns 63 VPH 106 VPH Right Turn Lane Warrant - Satisfied a 1 1 1 1 1 1 1 1 1 Pennoni WICKG20001 One Logistics Park Winchester 2028 BUILD Intersection #: 12B NB Right -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 3 Entr #2 120 100 2 O x¢¢ W °- 80 w U_ 2 W C 60 z Cr - I- 40 x Q 20 . +ram►- i.a,7a c-� i.; FULL —WIDTH TURN LANE AND TAPER REQUIRED I'--'' 1..~ TAPER REQU NO TURN LANES OR TAPERS REQUIRED 1 • 1 1 ion 200 300 )0 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). Source: VDOT RDM, Appendix, F, Figure 3-26, Calculations by Pennoni Peak Hour: AM PM Approach Total 141 VPH 609 VPH Right Turns 6 VPH 5 VPH Right Turn Lane Warrant - Not Satisfied Pennoni WICKG20001 5 of 16 One Logistics Park Winchester Intersection #: 13 2028 BUILD NB Riqht-Turn Lane Warrant for: Coverstone Dr Ext @ Lot 4 Entr 120 100 a 0 a 80 to U 3 60 cc m f- H x as Fr s 2,0 100 200 300 400 Soo Eno 700 PHV APPROACH TOTAL, VEHICLES PER HOUR Radius required at all Intersections and Entrances (Commercial or Private). annoni Peak Hour: AM PM Approach Total 108 VPH 542 VPH Right Turns 3 VPH 0 VPH Right Turn Lane Warrant - Not Satisfied Pennoni WICKG20001 6 of 16 One Logistics Park Winchester 2028 BUILD Intersection #: 14 NB Right -Turn Lane Warrant for: Coverstone Dr Ext @ Pendleton Dr 120 100 d' O a 80 LU w U_ !L 60 F- I— x C7 40 ZE o.. 20 :k J FULL —WIDTH TURN LANE AND TAPER REQUIRED J'" REQUIRED NO TURN I—AAES OR TAPERS REQUI D I I inn ann IO PHV APPROACH TOTAL, VEHICLES PER HOUR Sour( Appropriate Radius required at all Intersections and Entrances (Commercial or Private). ennoni 40 -490- Peak Hour: AM PM Approach Total 111 VPH 263 VPH Right Turns 54 VPH 6 VPH Right Turn Lane Warrant - Not Satisfied, provide for HV at public St. Pennoni W ICKG20001 7 of 16 One Logistics Park Winchester 2028 BUILD Intersection #: 15 EB Right -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 2 (East Entr)/Airport Lot (East Entr) 120 GL )V PHV APPROACH TOTAL, VEHICLES PER HOUR Radius required at all intersections and Entrances (Commercial or Private - -4100. Peak Hour: AM PM Approach Total 116 VPH 150 VPH Right Turns 9 VPH 1 VPH Right Turn Lane Warrant - Not Satisfied noni Pennoni WICKG20001 8 of 16 One Logistics Park Winchester Intersection #.- 15 2028 BUILD WB Right -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 2 (East Entr)/Airport Lot (East Entr) 120 100 O 2 IL 80 w U �i Ci 60 Z cc r F a 40 a 20 ` FULL -WIDTH TURN LANE AND TAPER REQUIRED' ,: garafrif.' RSA: '�30� t u+' yrcw "ice^*,R+si'r- *E �r - r TAPER REQUIRED NO TURN LANES ........................ OR TA4016 REQUIRED i 100 200 300 400 S00 600 00 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). annoni Peak Hour: AM PM Approach Total 333 VPH 123 VPH Right Turns 106 VPH 12 VPH Right Turn Lane Warrant - Satisfied Pennoni WICKG20001 9 of 16 One Logistics Park Winchester Intersection #: 16 2028 BUILD EB Right -Turn Lane Warrant for: Coverstone Dr Ext a@ Lot 2 (West Entr)IAirport Lot (West Entr) M � 100 M O x 15 co 60 ua t> 3 60 x F H x C7 40 70 20 FULL —WIDTH TURN LANE AND TAPER REQUIRED TAPER REQUIRED • NO TURN LANES OR TAPERS REQUIRED 400 500 600 700 PHV APPROACH TOTAL, VEHICLES PER HOUR Radius required at all Intersections and Entrances (Commercial or Private). 40 -4111110- Peak Hour: AM PM Approach Total 196 VPH 119 VPH Right Turns 29 VPH 3 VPH Right Turn Lane Warrant - Not Satisfied Pennoni WICKG20001 10 of 16 One Logistics Park Winchester 1 1 1 1 1 1 2028 BUILD Intersection #: 16 WB Right -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 2 (West Entr)/Airport Lot (West Entr) 120', lea h Own"14 i+gla 100 S O 2 80 w U_ S i 60 Z S M H 0 40 x Q 20 FULL -WIDTH TURN LANE AND TAPER REQUIRED TAPER REQUIRED • ­� NO TURD' LANES OR TAPERS REQUIRED I I inn 2nn I 1 I 400 Soo 600 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Comme 40 -40- Peak Hour: AM PM Approach Total 177 VPH 125 VPH Right Turns 35 VPH 4 VPH Right Turn Lane Warrant - Not Satisfied or Private). Pennoni WICKG20001 11 of 16 One Logistics Park Winchester 2028 BUILD Intersection #: 17 WB Right -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 1 (East Entr) 120 9E PHV APPROACH TOTAL., VEHICLES PER HOUR Radius required at all Intersections and Entrance (Commercial or • Peak Hour: AM PM Approach Total 137 VPH 185 VPH Right Turns 49 VPH 6 VPH Right Turn Lane Warrant - Not Satisfied oni Pennoni WICKG20001 12 of 16 One Logistics Park Winchester So Intersection #: 18 2028 BUILD WB Right -Turn Lane Warrant for: Coverstone Dr @ Lot 1 (West Entr)/ Sheriff's Office (East Entr) 120 100 O 2 15 o_ 80 w J U z IL c6 60 z c� 40 n. FULL —WIDTH TURN LANE AND TAPER REQUIRED TAPER REQUIRED NOORN LANES OR TAPERS REQUIRED 100 200 300 4U0 bUU CW PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commerci� - 41910. Peak Hour: AM PM Approach Total 89 VPH 185 VPH Right Turns 16 VPH 2 VPH Right Turn Lane Warrant - Not Satisfied Z0161 non] Pennon] WICKG20001 13 of 16 One Logistics Park Winchester A Intersection #: 19 2028 BUILD EB Right -Turn Lane Warrant for: Pendleton Dr (ny 1 of S Fntr #i1 / I nt A Fnfr : fl • Peak Hour: AM PM Approach Total 430 VPH 58 VPH Right Turns 84 VPH 18 VPH Right Turn Lane Warrant - Satisfied ni Pennon] WICKG20001 14 of 16 One Logistics Park Winchester 2028 BUILD Intersection #: 20 EB Right -Turn Lane Warrant for: Pendleton Dr @ Lot 5 Entr #21 Lot 6 Entr #2 120 100 a O x¢ W °' 80 LU w _I zU_ W y 60 z x 40 x 20 S G .. FULL -WIDTH TURN LANE AND TAPER REQUIRED. - TAPER REQUIRED NO TURN I_A.N`ES OR TAPERS REQUIRED 100 200 300 400 S00 Soo 700 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private)_ Peak Hour: AM PM Approach Total 239 VPH 29 VPH Right Turns 28 VPH 6 VPH Right Turn Lane Warrant - Not Satisfied Pennon] WICKG20001 15 of 16 One Logistics Park Winchester s Intersection #: 22 2028 BUILD WB Right -Turn Lane Warrant for: Pendleton Dr (ni I nt 7 Fntr/ I nt R Fntr ff7 • Peak Hour: AM PM Approach Total 23 VPH 5 VPH Right Turns 21 VPH 4 VPH Right Turn Lane Warrant - Not Satisfied ni 1 1 1 1 Pennon] WICKG20001 1 One Logistics Park Winchester Intersectior 7 2024 BUILD NB Left -Turn Lane Warrant for: Prince Frederick Dr Costello Dr 800 At -Grade. Ursignallzed Intersenons L ='/: Le`: Tums in VA S = Stcrage Length Required = 700 I I I I 1 V 40 mph (Design Speed) a 1 I I - - - W 600 l I I I I I I I II J 500 ( G N 1 I I I O 7 I I I > I V 400 , I I I 11 IhlI 1 I I I I I z I 0 Q 300 I I I q I I I I CP I \1 O 200 1 O Q i G• I I 3' I I ` III 100 Left -Turn tLarie Required 0 (III III I 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-10 Peak Hour: AM PM Left Turns 33 VPH 134 VPH % Left Turns 68.2% 59.5% Advancing Volume 48 VPH 225 VPH ' Opposing Volume 203 VPH 117 VPH Left Turn Lane Warrant - Not Satisfied ' Pennoni WICKG20001 1 of 15 One Logistics Park Winchester Intersection #: 7 2028 BUILD NB Left -Turn Lane Warrant for: Prince Frederick Dr Costello Dr q■■■■l.■■■■■■■■■ \■\�■\•. % Left Turns in VA \■■\■\V■L • BE man am OMN ■■■■■■■,.......... ■..,..........., ................. NINE ■q■■■■■�1 ■■■■■■m■■■\■■MWEE a ■■■\■\�■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■■■►� S4\ LI■Wm\■■■\■■\■■■■■■■■ q■■■■■■■■■■■■■■■■■■UNan■■�`■■\\■�\■■��■■�■■■■■ q■■■■■■■■■■■■■■■■■■■■■■q\■q\■■\\■\�■■■\ \■■ • / / ■■■■■■■■■■►,■■■■■■■■■■■\■■ \V■■\ `■ .■■■■. \■ • ■L M■■■■■■MN ■■■■■. 7 • / / q■�■■■■■■■1.■■■■ ■■■■■■■■■■■lt■■■■ ■■■■■► ■■■■■01 ` 11 ' ♦ •■ ■LN ■■■■■■■■■■■I"-�■■ • ■■■■■■\■■■■�\■■■\\■■■\■■►\■■ ��i q■■q■■■■■■���■■■■■■■■■■■■■►\q■■■\■■■■\■■■\■■\\■ ■ ..■■■■■■■■■■■■■■■■■q■■■■■■■■■■■■■■■■■■ MEN Figure Source: VDOT Road Design Manual, Calculations by Pennoni - Peak Hour: AM PM Left Turns 45 VPH 208 VPH % Left Turns 71.4% 65.7% Advancing Volume 63 VPH 317 VPH Opposing Volume 227 VPH 119 VPH Left Turn Lane Warrant - Satisfied Pennoni WICKG20001 2 of 15 One Logistics Park Winchester Intersection #: 12B SB Left -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 3 Entr #2 � q■/M=■� ■■//■AA■■■►�/d�■�7■a\/■■\■NINE■=/ =■■A=■� ■■■■■■\■■=\=�A■�=\■■■\NINE■=■ _■■E==NONE■■/■■■/ \VE Vd■E'EN■Aar■■■=■ NIEE/q//NONE■//■//■=■=■m/■///■MNI/■ENIE mmmmmumommmmmmomim .��11111'. IN •� �.LINEMEN 11;--% Figure Source. VDOT Road Design Manual. Calculations by Pennoni --41111- Peak Hour: AM PM Left Turns 305 VPH 253 VPH % Left Turns 28.2% 66.2% Advancing Volume 1,081 VPH 382 VPH Opposing Volume 141 VPH 609 VPH Left Turn Lane Warrant - Satisfied 200' Soo - 700 - W 600 - z J 500 - O 400 - Z oO 300 - p 200 - O > 100 - a� ' �EMLIVINOMMMil, ■■■ANIN■N■■■■►\■M'�1■■■■\■ m■mONOME■r,�■■�■�_�■� NIE=■■■■■ \\■■\\■ ► N►�oVE► EMEMMMMMMMM a'C�:C��E•�::■■■■■■■■ ■■■■■■q NINE=.■:.IN .•� .. .� 7■►�V�V. ::::::: RUNEI��::::::::n IN ENRON :::n ■NINNI■■M =■NINE■■ :���■dam\V\:::: ■ EE EN. ■■■►�■�.��f■M NI Mmm:mEO ■■:■■:■■\■■■t gNINI■■■E■■■■E■■■■■\■■gA■dm7■t7q\\■■�■■■NI EO. \■.� ON M E■EE �EmNI■NI■■EE■■=qNINI■■■E■E■■■NINE + ENE ■■■■EE■NN ME E■E■: �EE■►■ \E■\E \` ■�■O\■NEON■\V E N • . —/■■■■■AA■■AAENIA�NI■=■MN■MEAN= ■■NA■■■A■■om■=AA■■■■■■=aq ■■■NN ■■NE ■IEENIN�NIENI■gEEN■■EENq ■■■EEE EE■ ■q■■vNI■NI■gE■■■■EENq 200 460 660 300 1600 VA ADVANCING VOLUME (VPH) FIGURE 3-10 Figure Source VDOT Road Design Manual. Calculations by Pennoni Pennoni WICKG20001 3 of 15 One Logistics Park Winchester Intersection #: 12o SB Left -Turn Lane Warrant for: Coverstmne[}rExt Nunn SEE IN Mill No KENE NNunn] UNN OWN ON !ran N Peak Hour: AM PM Left Turns 26VPH 18VPH % Left Turns 3.4% 13.0% Advancing Volume 782VPH 135VPH Opposing Volume 113VPH 592\/PH Left Turn Lane Warront' Satisfied, increase to 250'since 100% Trucks NUMBER MUSEUM ZRIlk unnANANNEX10 man nowunnal No unagnswunvinum EN Mu MEN No a .91111112ME10 %.qNNNNNNw on 0 NEWAINVE Figure Source: vDOrRoad Design Manual, Calculations bypennom Pouuoo MCKG20001 4vro One Logistics Park Winchester Intersection n: 13 2028 BUILD SB Left -Turn Lane Warrant for: Coverstone Dr Ext Boo = 700 LLJ 600 500 — 400 Z_ 300 0 O` a_0 20D O > 100 — 0 Lot 4 tntr ■■m■■■■m■■■ ■■■■■■■W■■■■■■ (Design n. ejgejoojap�;ME gm/■■■mn■■■■■■■■■■m�m■■a ®CLLLL�L�:::LLLLL:��LLw■■.■ W ■■■■■.m.. q■\qkl, // mm■■ qm■■■■ pL■■NEW ■■■■►\■■■■■ ■■■■■ ■■m■■■7■ ■W■■■7 pO■■■■■■ MEN= ■ mW■ ME ■■m■■■■.■■■■■W ME i W■q� mmm, Ov■m■■ m►■q■ ■ q■ ■qqW■■►/■q■■► W ■ E��@869EE��E�E.9m�pE■�� ■ W■L■i ■mm ■■■ •tea �.a� NO Ill, ir■o■■■■m■■.����■■llim■■L/■`�m W m/L■�■■ ®®LL:L:C:LLLL:::L:L►�®L:®���o:L :�. and■■■■m■■■■■■■■■■■■.dm■■W■mW Wm■/■■ mOtt■■m■■■■■■■■■■■■��■m■■m■mmmm■m■■ I 0 I 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-6 Figure Source VDOT Road Design Manual, Calculations by Pennoni - Peak Hour: AM PM Left Turns 57 VPH 8 VPH % Left Turns 7.5% 6.5% Advancing Volume 755 VPH 117 VPH Opposing Volume 108 VPH 542 VPH Left Turn Lane Warrant - Satisfied Pennoni WICKG20001 5 of 15 One Logistics Park Winchester Intersection #: 14 2028 BUILD SB Left -Turn Lane Warrant for: Coverstone Dr Ext 800 — 700 — W 600 — 2i -j 500 — 0 400 — Z 0 300 — CL p 200 — 100 - a venaleton ur 'a■■'CD=CCC6CC�C:�::�:C::�::: Slorage Length Required L 40% u■■■■■■■■■■■>t■■■■�.■a•■►�■■■■►�■■S ■■■■■■ll■■■■■■■■■\�■■�■�■�/��/\■ o■■■■■■■■■■■■►.■■��//a■►�■r�/■►v■ C1;111111 WHO :: 'Low :INNINE :::::::1IIII R i R II:� �...■� 'I CC:C ::::::: mmxuwmHIM! �mmomki ■■■■p■■\t ■■■■■■��■■■\■■�■■\■■�■■\\■\\■■■■■■■■■ ■■////lt//■/////■■/■■■\■■/7■■/■/\■■/\■/\■■■■■■ ��-�.■■■■l ■■■\� HEN �■■■■ ■► ■■-m■■■ ME MEN 0 11101 M aq WIND /■ M ■/■/n� �■■■■/■■■■■■■ ■■■■■■////■/■■ //■■/■►.�■■■■■■■/■■■■a■■►■// ■■■■■■■■■■■■■■■■■ter■■■/■///■■■■■/■■■■■ 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-10 Figure Source: VDOT Road Design Manual, Calculations by Pennoni 40 /- Peak Hour: AM PM Left Turns 376 VPH 51 VPH % Left Turns 53.9% 45.7% Advancing Volume 699 VPH 112 VPH Opposing Volume 111 VPH 263 VPH Left Turn Lane Warrant - Satisfied, use 150' since >40% Pennoni WICKG20001 6 of 15 One Logistics Park Winchester Intersection #: 15 2028 BUILD EB Left -Turn Lane Warrant for: Coverstone Dr Ext • . •- •- • • • .• In wall • • ■■qq■■■ qq !■ •Moll •so ■■qq■■■■q■q■ qq■■■■q■■/gq/ggq/q/■//■ qqq■■■l/�■pggq■■■q1g■■.t�gq►`r//■ . ..oa...nma.gowa.a.�a•• qqq///\'qq//gg1�V /►ggsgqq■q/q// ■■qq////��/q/qt■//\7q/►t/■eV ■■/■q//q■q■■ ■q�� q■A■qq.�■■/ap■qq■■■ ■/qq///q� //qq//■qq. ///gt■.�/gL�/qsq■/ // /.�gs/`ggq/ //m w■ ggq1.///w �■q■// ■/qi■. ■r.■q//\7q■///q//■g7gq.�q/■q■�/// ...ma...q.....aq..n......oa...m.mq.. /■q■q//qqq/qq/■■/q/■■qq■■//q■■q■q■■ Figure Source: WD I ttoad uestgn Manual, t;alcula°ons oy rennonl Peak Hour: AM PM Left Turns 17 VPH 2 VPH Left Turns 15.0% 1.3% Advancing Volume 116 VPH 150 VPH Opposing Volume 279 VPH 117 VPH Left Turn Lane Warrant -NOT Satisfied 800 700 = We 600 G Z 500 O > 400 Ur Z U O 300 200 — O 0 100 i � I 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-5 Figure Source: VDOT Road Design Manual, Calculations by Pennant I I I I I At -Grade. Unslgnalized Int°rsoctions o Left Turns In VA t- I--j--- S =Storage Length Require V =40 mph (Design Speed) 1 I ._ 1..., }- -- -- — — it 1 i �__ 1I....}-:-._...I-1 I I I I 1 1 I I I I d I I I I I I I I I I t l( I I 1 ( II I I I I I I I I I I I � } I fi- No I I Left -Turn Lane Required I � �� I i —i 1 I I _.r I Irt— Pennoni WICKG20001 7 of 15 One Looisdcspark Winchester Intersection # 15 2028 BUILD WB Left -Turn Lane Warrant for: Coverstone Dr Ext MENOMINEE SURE IMMMUMMEN it In I MINIM %kl %a ME 0 -00 I" I nulnu HIM Figure Source: vDOrRoad Design Manual, Calculations bypennoni 40 -41001- PeahHour: AM PM Left Turns 53VPH GVPH % Left Turns 16.0% 4.7% Advancing Volume 233VPH 123\/PH Opposing Volume 98VPH 140\/PH - LeftTurnLaneWornantNOT Satisfied » O 200 400 008 800 1000 VA ADVANCING VOLUME (VPH) M INNER! % Left Tunns in VA Storage Length Required 40 mph (Design Speed) ON no Now NINE FIGURE 3-5 Pennoni 9QCKG20001 8o/o One Logistics Park Winchester Intersection #: 16 2028 BUILD EB Left -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 2 (West Entr)/Airport Lot (West Entr) MIN MIS 0 -in missiollial ... •• • •.WIN •WE UMMOMMUMMOOM L • ••am NINE MEME IN •• ••• .•• :•• ••• na::�a :ate.. :a::au:::►;Qaa aaeo::aa��aaa�. a q■■■Ott■q■■■■■■■■■q■ggq■■■q■■q■■■q aoo - = 700 or L11 600 J 500 - O U 400 Z 0 300 a- a- zoa — O 0 > 100 — Figure Source: VDOT Road Design Manual, Calculations by Pennons lI Peak Hour: AM PM Left Turns 59 VPH 7 VPH Left Turns 29.9% 5.5% Advancing Volume 196 VPH 119 VPH Opposing Volume 159 VPH 123 VPH Left Turn Lane Warrant -NOT Satisfied :C� :�a 0C��CM 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-6 Figure Source. VDOT Road Design Manual, Calculations by Pennons Pennons WICKG20001 9 of 15 One Logistics Park Winchester Intersection #: 16 2028 BUILD WB Left -Turn Lane Warrant for: Coverstone Dr Ext • •111W61 ■■■■■■■■■■■■■■■■■■■■■\INEE ■■■MENO■■■■■/■■■■■■■■■■■■.�■■■\■ ■■■■■■■■■■■■■■■■■■■■■■■\\■■■■:Vin iii■iiiiiiiiiiiiii►■■■■■■■if—nomEFINNOW i/■MONIE ■■ L % Left Turns In VA Required5 Speed) /■■■■■■■■■■��■■■■■■■■■■■■■►�■■■.►■■■/■■■■■■■/■■■■■ ■■■■■■■■■■■111■■■■■■■■■■■■■■/■■■■/■■■■■■■■■■■■■■■■ ■■■■■■■■o■■ ■■■■■■■■.■■■p■■.■■■■■■■■■■o■■■■■■ • ■■■■■■■■■■■■■►\ ■■■■■■■■■■■■u\■■■■■►■■■■■■■■■■■ �. C:C�::Ca :::OHIO :CIN CC::�000C:�SCC1:Ca3CE:111CC ■■■■■■■■■■■■■■■....... ■■■■■■■■■■■■■■■►\■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■ .....■N ■■■■■■\� i ■■■ MIN ■■d■■■■■■ MIN ■o■■■■■■■■ ■►A■■■■■■ '. C'.■'■'■■:--"■::Cl. ':'.im'.'.�BE9EBBEEB'.1:a�'■9■ I ■■■■■■& J...■■ Oman .:11101M■■NINIS C UN: ■■■■■■■■■ ■■■■■■■■■■■■■,M■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■■/■■■■ a . • a Peak Hour: AM PM Left Turns 17 VPH 2 VPH % Left Turns 9.9% 1.5% Advancing Volume 177 VPH 125 VPH Opposing Volume 138 VPH 113 VPH Left Turn Lane Warrant - NOT Satisfied Boa i 700 l2 w 600 2 J 500 0 > 400 0 z VO 300 CL a- 2aa 0 0 > 100 — 00�- 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-5 ■■■■■■■■■mk�■■■■■■■Q ■■■O■■■.■■i■■■■■■ ■■■■■■■■■■■■ ELM ■■■■■■■■■■� .. i.Left Tums in VA = Storage Length Required ■0■■■■■0■■MINMI a■ii�i�i� ■S ®® MIN 9 I MOVIE ■■■■■■■■�_■m■ m ■■■oa�■■■ ]MIKE ■■■■■■■■■ s■■■ ■■■■ ■■■ Pennoni MCKG20001 10 of 15 ' One Logistics Park Winchester Intersection #: 17 2028 BUILD EB Left -Turn Lane Warrant for: Coverstone Dr Ext @ Lot 1 (East Entr) 800 i At-Grada, Unsignalized Intersections t L = o Left Turns in VA {- { I _:i-1i.{ i I I I IS=Storage Length Required rod -L = 700 J L =' 5 .mph Deli n S d - I i ; _ _j ;_, ; v S 9 Imo+ ) 600 500 Ill_ i— ;_ i - Q S=100' 1 400 Q 300 No Left-Tum Lane Required a. 200 Q 1 1{ I ( I 1 1 -1-------- I O--I--_1— � i _tL: I_ -� �y "j Ivu I I ' 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3.5 Figure Source. VDOT Road Design Manual. Calculations by Pennoni - Peak Hour: AM PM Left Turns 8 VPH 1 VPH % Left Turns 4.1% 1.2% Advancing Volume 198 VPH 83 VPH ' Opposing Volume 137 VPH 185 VPH Left Turn Lane Warrant - NOT Satisfied ' Pennoni WICKG20001 I I of 15 One Logistics Park Winchester Intersection #: 18 2028 BUILD Peak Hour: AM M Left Turns 27 VPH 3 VPH Opposing Volume 79 VPH 183 VPH Left Turn Lane Warrant - NOT Satisfied Pennoni WICKG20001 12 of 15 One Logistics Park Winchester ' Intersection r: 20 2028 BUILD EB Left -Turn Lane Warrant for: Pendleton Dr ' @ Lot 5 Entr #2/ Lot 6 Entr #2 WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY ' 800 /�.Cr��. UrsranalvzC Inters Sserc I — -- 1 I L ' ': lril 'urre m V. -r 5 = Stcragc Langm Requrod _ Q, 700 V-40Mph (Ce i;jn5p._.1) L = 5% v 1 ' i l l I l I I 1 I 1 1 14 1i I 11 1 1 600 C I 1 1 I t l I i II 1 AI 1 I I I+ II 1 1I 11 I I J $0,0I IN III ' V M 400 �% 1 Z I , .^ 1 U I I I 11, f 1 1 1 O �� t I I 1 1 1 1 4 0 200 No Let-Tum —:lane Required,) i o > 1 I 100 p 1 1 1 i ly 1 i 1, 1 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) Figure Source. VDOT Road Design Manual, Calculations by Pennon) Peak Hour: AM PM ' Left Turns 36 VPH 4 VPH % Left Turns 15.0% 13.3% Advancing Volume 239 VPH 29 VPH ' Opposing Volume 24 VPH 139 VPH Left Turn Lane Warrant - NOT Satisfied ' Pennoni WICKG20001 13 of 15 One Logistics Park Winchester Intersection #: 21 2028 BUILD EB Left -Turn Lane Warrant for: Pendleton Dr @ Lot 8 Entr #1 Soo 700 600 2i J 500 O {� 400 Z O0 300 — o_ O 200 — O > 100 — 0 800 - = 700 - a � 600 - D 500 - 0 400 - Z C0 Q 300 - O 200 - 100 - L = % Le . Required / . Speed) 5c.:::5::0:: q■■■■■■■■■■■i■■1■U■\�■►\■■N■\\■■ q■■q■■■■■/■■►!//►1/■/■►\■►V■►�/■ q■■■■■/■■■■■■■■■■\■\■■.MIN■MIN■\■■■■■■■■■■■■■/■■■' SEEM e'■■: E q■■q■■ll ////■■t■■■\■/\■\\■\■■■\■<\■■■■■■■■■MI q■■■■■■■ MI>.•■q■■■ q■■■////t ■■■■■■D■■■\■■\■■\■■7■■■\■\\■■■■■■■■■, ■■■■■■■NINI■■\\■■Q■M\■/S\/�\■■■■■■■■'. ■■■■■■■■►�■■■■//■/■MINIM\/■/MINIM\■//■■■■■I, q■■■■■■■l1■■■■/■■■■■/■■■►■■MI7■MI■MIN\■ ■\MI■■ N■/MIME■', ■q■IM■■■■■■■■■■■■■■■►■■■■O■■\\■•�■\\■MIr�■■\■■■■■I ■q■q■■/MI■■■■■/■//■ ■q■■■MI■q►■■\■■z 7■■■\■ ■U■■■ MEM/q■■■■■■■■■■■■/■■\MI■■■\q■►\■■\\■\\■■MI\ /■■ Mill 'M no MML NINE lyms /► ■■■■. .■■■■%V�m ♦ \. M ■q■q■■■■/■■■■ q■■q■■■■■l!■■■■ ■■OME■q■■■■■■■■■■ • MEMO q■■■■■■■■■■■■■■/ ■■ I ■q■■■■■■■■■►\///■ ■■■■■■\■■■■MI\■/■MIN■■■\■■►`MEN q■■q■■■■/■■■■■■■■■■■■■■■/►�■■■■■\■■■MI\////■MINIM/ ■■■■■■■■■■■■■■q■■■■■■■■■■■■■■■■■■■■■■ ■ ' ■•■■■■//■■■■■■■■■■■■■■IM■■■■■■■■■■MI■/■■■ /■■/■■■/■■■■IMq■■/IM/IM■■■/■■■■■■■/■■// 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-10 Figure Source VDOT Road Design Manual, Calculations by Pennoni - Peak Hour: AM PM Left Turns 57 VPH 6 VPH % Left Turns 32.3% 20.7% Advancing Volume 178 VPH 30 VPH Opposing Volume 17 VPH 95 VPH Left Turn Lane Warrant - NOT Satisfied — Storage Length Required 1% q■■■q■■■q/■r!■■�/■�■►��v■�qS ■q■:::Qi�::�::ice:::��:�i:i ISEEMS qli■■q■■■!1■■■.\■w■■\\■►■■i■■■■■■■■■■■■■■■■■t Iamoo q■■■q■t . ■■■■■\■■■R7■■1■■■■►�■■■■■■■■■■■■■■■q q■■■■■■R1 q■■■q■•' MI/■■■■■■■� ■■■■■■.\■■■►�■■■\■L�■►\■■MIN■■■■■■■■■■ql ■■■//■��■■■Ngfi■MIS■■�■■MIN■■■■■■■■■Sx ■■■■■■■►\/■/\U■■►1q\■MI\■/MIN■■■■■■/■q', ►\■■►1■■■■■ N q■■■q■■\tq■■■■■■■■\� NONE ■■■MI■■■K Ems _ �. ■■► ■, `. :::::::C��mill ::::::::::::G. q■■■q■■■■�■■■■ ■■■■■►\■■q►`■■■■► q■■■q■■■q\■■■■ ■q■ON ■■\■■■■\■■■■►■■■► • ��F■■■■■■■■q■ME q■►q■■■►■■■■O■■ S■MI. q■■■q■■■q■■■■■■■■■■■■q■■q■■■■■■■q■■■■■■■ �q■■ ■q■��p�t■■■fib■■■■■■■■/q■■■■■ ■■■■■■■■■■■ 20 I 0 1 401 I I I 1 F I 1 0 60I0 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-9 Figure Source: VDOT Road Design Manual, Calculations by Pennoni Pennoni WICKG20001 14 of 15 One Logistics Park Winchester Intersection #: 22 EB Left -Turn Lane Warrant for: Pendleton Dr 800 d 700 - W 600 - 2 J 500 - 400 - Z bO 300 - Q 200 - 0 > 100 - Lot I tntr/ Lot d tntr 9FL : QQ Q:.�c _ re I ' ����u■■■■■■■■■■\�■i1■a■■anm USE q■■■■■■■ ■■■.■\■\■►■■�■&\ .■■■■■►\■..■.\■►�■►V■►V� ®m�■■■■■■\■■■�■\■.O\■amV■O.O■■■■■■■■■■ �Q�QQQQQQ:�QQSCQ:QC�.0 ��Q :QQQ:�::� ■■aOaBQ ■ aENIB= '�:�: a061::�:6En ®�■■W009 ■■■■■■\\■■■\■■/■■►��0■.■■\■■■■MEMO ��■■■■■■■ ■■■■/■■\■■■►\■■N.►V■7O\q■\■■■MEMO ■/■■■■■■■■/■\■■■►VRma►7■■/\/■■■■■■■■ ®■m■/■■■■■■.■■■■ ■■■■Ib\■pm71.\O■ ■■■■/■0 . ®■...■■.■■■■/■■■■.q.m.■ovR•v■..■/�■■►■■o ■MM■■■■M■MM.■\.■0 .K7..■\ \■■ ►\ ■■t . i • a �oo■■/\�■■■■ ■MIIMMMM ■■■■■► ■■ US o..o.....M .C.... ........m...■..........■.. SIZES ■■■■■M■M■■■■m■m■o■■■o■■■■a■■o MUNMKMMMMMMM EMEMENNEMEMEME M 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-10 Peak Hour: AM PM Left Turns 118 VPH 13 VPH % Left Turns 98.1% 52.7% Advancing Volume 120 VPH 24 VPH Opposing Volume 23 VPH 5 VPH Left Turn Lane Warrant - NOT Satisfied Pennoni WICKG20001 15 of I5