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11-07 Traffic Impact Analysis
A Traffic Impact Analysis of the 11 Senseny Road CVS Pharmacy 1 Located in: Frederick County, Virginia 1 Prepared for: Painter Lewis, PLC 116 S. Stewart Street Winchester, VA 22601 P Prepared by: Patton Harris Rust & Associates, pc Eng neers. Surveyors. Planners. Landscape Architects. P"RA 10212 Governor Lane 91vd, Suite 1007 oryla nd 21795 + F 301 223.68 3 June 21, 2007 "0 OCT 2 5 2007 OVERVIEW Report Summary Patton Harris Rust & Associates (PHR +A) has prepared this document to present the traffic impacts associated with the proposed Senseny Road CVS Pharmacy development located alone the east side of Route 656 (Greenwood Road), south of Route 1 657 (Senseny Road) in Frederick County, Virginia. The proposed development is to include 12,800 square feet of Pharmacy with drive thru. Access is to be provided via two (2) site - driveways located to the east of Greenwood Road and south of Senseny Road, respectively. The driveway along Senseny Road will be a right in /right only access. The proposed development will be built -out over a smile transportation phase by the year 2010. Figure 1 is provided to illustrate the location of the proposed Scnseny Road CVS Pharmacy development with respect to the surrounding roadway network. Methodology The traffic impacts accompanying the Senseny Road CVS Pharmacy development were obtained through a sequence of activities as the narratives that follow document: • • Assessment of background traffic including other planned projects in the area of impact, • Calculation of trip generation for the proposed Senseny Road CVS Pharmacy development, • Distribution and assignment of the Senseny Road CVS Pharmacy development - generated trips onto the completed roadway network, • Analysis of capacity and level of service using the latest version of Synchro for existing and future conditions. A 7n, Ric Impact Analysis ol'the Senseny Road CVS Phumrncv P Project Numbee 15270 -t -0 H June 21, 2007 P'Igf I D D� D 1 i • • • • No Scale 3: o it i I n m. Slaf4nd Or �& i i Gree " - ar a: � I J I �` _Sen_any Rtl —� ~ Sz�seny Rd -_ _ SITE j r:. f F J II F:IACW 2� _ -_•. per.. lr.,. T ,P / Figure 1 Vicinity Map: Senseny Road CVS Pharmacy, in Frederick County, VA P A Duffic hnuaci Anaha'is ofdie Sensesc Road CVS Pharmacy Project Number: 15270 -1 -0 June 21, 2007 Pace 2 D� EXISTING CONDITIONS PHR +A conducted AM and PM peak hour manual turning movement counts at the intersection of Greenwood Road /Senseny Road. In order to determine the ADT (Average Daily Trips) along the study area roadway links; a" k ' "fatio'of PM traffic volumes to 24 -hour traffic volumes) of 10 %o was assumed. 1 Figure 2 shows the existing ADT and AM /PM peak hour traffic volumes at key 1 locations throughout the study area roadway network. Figure 3 shows the respective existing lane geometry and AM /PM peak hour levels of service. PHR +A has provided 1 Table I to show the 95 percentile back of queue and levels of service for each lane group during existing conditions. All traffic count data and Synchro levels of service worksheets are included in the Appendix section of this report. E • P A Daf{ic lntOaet AI71111SIS V/ the Semem Road CVS Mm ... ma I Project Number: 15270 -1 -0 June 21, 2007 Page 3 i r E • AL -ff N" Figure 2 Existing Traffic Conditions A 7Talfle' /mono Anulesie' of Senson Ruud CVS Phainzac 270 -1- Proec[ Number: 0270 -I-0 H June 21. 2007 Pane 4 J IL " \-I Figure 3 Existing Lane Geometry and Levels of Service ATraKe Impact Analcsis o Sensem Road CVS Plu mtucc PHI�1� Project Number 15270 -1 7 June 2I, 2007 Page 5 0 9 Table 1 Levels of Service and Back of Queue (95%) Results Existing Conditions Intersection 'traffic Control Lane Group) Approach AM Peak Hour PNI Peak Hour LOS Back of Queue LOS Back of Queue Senseny Road (Rt 657) & Greenwood Road (Rt 656) Signalized EB /L B 93.0 B 181.0 EB/PR B 132.0 C 238.0 EB LOS B C WB /L A 25,0 B 25.0 WB/PR C 214.0 C 249.0 WB LOS C C NB/LT C 113.0 D 2410 NB /R B 25.0 A 25.0 NB LOS C C SB/LT D 166.0 D 228.0 SB/R A 60.0 A 65.0 SB LOS B B Overall LOS B C * Assumed 25 feet Vehicle Length EB = Eastbound, WB = Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right i • P A A Daf c bnoact Anahsis of 'the Semeer Road CVS Phannan Project Number. 6270 -1 -0 June 21, 2007 Page 6 I 'I 201.0 BACKGROUND CONDITIONS In order to determine the 2010 background traffic conditions, PHR +A grew the existing traffic volumes (shown in Figure 2) using a rate of 1% per year through Year 2010. Additionally, all trips relating to specific future "other developments" located within the vicinity of the site were incorporated. Using the 7 th Edition of the Institute of Transportation Engineers' (1TE) Trip Generation Report PHR +A has provided Table 2 to summarize the 2010 "other developments" trip generation, Figure 4 shows the 2010 background ADT and AM /PM peak hour traffic volumes at key locations throughout the study area. Figure 5 shows the corresponding 2010 build - out lane geometry and levels of service. Table 3 shows the 95 percentile back of queue and levels of service for each lane group during 2010 background conditions. Synchro levels of service worksheets are provided in the Appendix section of this report. Table 2 2010 "Other Developments' Trip Generation Summary • • * includes Giles Faroi, Toll Brother,, Coveno) Co... t and n,iscellancous' residential. P -A ATmffiic Iniy ct Analvsm o' the Sensenv Road CVS Phannacr Project Number: 15270 -1 -0 June 21, 2007 page 7 AM Peak Hour PNI Peak Hour Code Land Use Amount ADT In Out Total In Out Total Butcher Property 210 Single- Family Detached 65 units 14 41 55 46 27 73 650 Total 14 41 55 46 27 73 650 Fieldstone 210 Single - Family Detached 63 units 13 40 54 45 25 71 630 230 Townhouse 207 units 15 76 91 75 37 112 1,80t Total 29 116 145 120 62 183 2,431 Lambert -Ward Property 210 Single - Family Detached 145 units 28 83 111 94 55 150 1,450 230 Townhouse /Condo 140 units 11 56 68 53 26 79 1,218 Total 39 139 179 147 82 229 2,668 Abrams Pointe 210 Single - Family Detached 225 units 42 125 167 140 82 222 2250 Total 42 125 167 140 82 222 2250 Brairwood III 210 Single - Family Detached 69 units 14 43 58 48 28 77 690 Total 14 43 58 48 28 77 690 Misc Other Developments along Charming Drive - 210 Single - Family Detached 870 units 155 464 618 473 278 751 8,700 230 Townhouse /Condo 130 units 11 53 64 50 25 75 1,131 820 Retail 120,000 SF t07 68 175 339 367 706 7,645 Total 272 585 857 862 670 1,532 17476 Orrick Property 251 Elderly Housing - Detach 75 units 8 14 22 24 16 40 424 252 Elderly Housing - Attach 100 units 4 4 8 7 4 11 348 565 Day Care 6,000 SF 41 36 77 32 36 68 476 710 Office 25,000 SF 54 7 62 IS 89 107 459 820 Retail 80,200 SF 84 53 137 260 281 541 5,884 881 Pharmacy w/ DT 15,000 SF 23 17 40 63 66 129 1,322 912 Drive -in Bank 6,000 SF 41 33 74 137 137 274 1,351 932 H -T Restaurant 6.000 SF 36 33 69 40 26 66 763 932 H -T Restaurant 6.000 SF 36 33 69 40 26 66 763 Total 327 231 558 622 680 1.302 11,789 * includes Giles Faroi, Toll Brother,, Coveno) Co... t and n,iscellancous' residential. P -A ATmffiic Iniy ct Analvsm o' the Sensenv Road CVS Phannacr Project Number: 15270 -1 -0 June 21, 2007 page 7 0 0 I • No Scale w� �N N � Y 1� � 135(719 1�� 4 295 62 � x (252) ) (343)189 (610)286 j Sensepy Rp�tl (82)52 1 ��ute 65 7 e m (1049)489 ON%07 ry w 31 (932 j �l DI h C W SITE �. S Dl #I __ � tl e C a' 0 V AM Peak Hour(PM Peak Hour) nT Try +n Figure 4 2010 Background Traffic Conditions P � ATruffic Impact An��hs'is ofthe Se Vioje t Nu CVS P 273 -1- Proect Number: L270 -I -0 June 21, 2007 Page 8 �i I • 0 No Scale Signalized '5u66e1ted I n tersec[ipn Improvements" LOS =B(C) r6 -I NighPs I W 6 - ! MigLP• NU -1 LeR" s �r- SU - 1 Left" 7 AM Peak Hour (PM Peak Hour) A ** Funding for the Improvements have yet to be determined i Figure 5 2010 Background Lane Geometry and Levels of Service P A Du fic lnxuact Atmh'sis of the Sensenv ROaCI CVS Phannacv Project Number'. 15270 -1 -0 June 21, 2007 Pnee 9 n s �r- (C)B Qa1 1 Signalized Intersec fion a LOS = C(F) M n � C(p) (R)C � .. y` tl ( a(Roure 65.) � I ;I z 1 Oi �I 3 SITE U Site Dr kl AM Peak Hour (PM Peak Hour) A ** Funding for the Improvements have yet to be determined i Figure 5 2010 Background Lane Geometry and Levels of Service P A Du fic lnxuact Atmh'sis of the Sensenv ROaCI CVS Phannacv Project Number'. 15270 -1 -0 June 21, 2007 Pnee 9 H 1 i r 0 Table 3 Levels of Service and Back of Queue (95 %) Results 2010 Backeround Conditions (w/ su22ested improvements) • Intersection Traffic Control Lane Group/ Approach AM Peak Hour PM Peak Hour LOS Back of Queue LOS Back of Queue Senseny Road (Rt 657) & Greenwood Road (Rt 656) Sia alized EB /L A 69.0 D 306.0 EB/T B 154.0 C 477.0 EB /R A 77.0 A 40.0 EB LOS B C WB /L A 62.0 C 194.0 WBlr C i 280.0 C 4.0 WB /R A 42.0 A 56.0 WB LOS B C NB /L C 52.0 C 82.0 NB/T C 83.0 D 1 198.0 NB /R A 46.0 A 1 65.0 NB LOS B C SBIL C 99.0 E 206.0 sTf C 147.0 C 147.0 SB/R A 66.0 B 1310 SB LOS C C Overall LOS B C - Assumed 2�) feet Vemcle Length EB = Eastbound, WB = Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right P A Darytc l77C c! Annlreis of the Sensem Road CVS Phannacc Project Number: 15270 -1 -0 June21, 2007 Pal-e 10 I. J • TRIP GENERATION 0 PHR +A determined the number of trips entering and exiting the site using equations and rates provided in the 7 Edition of the Institute of Transportation Engineers' (ITE) Trip Generation Report Table 4 is provided to summarize the total trip generation associated with the proposed development. Table 4 Proposed Development: Senseny Road CVS Pharmacy Trip Generation Summary Code Land Use Amount In AM Peak Hour Out Total In PM Peak Hour Out Total ADT 881 Pharmacy w/ DT 12,900 SF 20 15 34 54 57 111 1.137 15% Pass -bv 3 3 5 8 9 17 171 Total 17 12 29 46 48 95 967 TRIP DISTRIBUTION AND TRIP ASSIGNMENT The distribution of trips was based upon local travel patterns for the roadway network surrounding the proposed site. PHR +A utilized the trip distribution percentages shown in Figure 6 to assign the proposed Senseny Road CVS Pharmacy development trips (Table 4) throughout the study area roadway network. Figure 7 shows the development - generated AM/PM peak hour trips and ADT assignments. 2010 BUILD -OUT CONDITIONS The Senseny Road CVS Pharmacy assigned trips (Figure 7) were added to the 2010 background traffic volumes (Figure 4) to obtain 2010 build -out conditions. Figure 8 shows the 2010 build -out ADT and AM/PM peak hour traffic volumes at key locations throughout the study area network. Figure 9 shows the respective 2010 build -out lane geometry and AM/PM peak hour levels of service. Table 5 shows the 95` percentile back of queue and levels of service for each lane group during 2010 build -out conditions_ All Synchro levels of service worksheets are included in the Appendix section of this report. 7--� A A Duffic' Impact Analvnv of the Sensenr Road CVS Phmmacr P \-L 1 Projec[Numbu: 1 20 Jun 21. 20 June 21. 07 Paae I I 1 i • • n - Figure 6 Trip Distribution Percentages P, A Traffic Impact Anali oflhe Sensem Rood CPS Phcmnacv Project Number 15270 -1 -0 June 21. 2007 Page 12 U, 1 f No Scale • N W 12) t(Z)1 d7t F � 9(33) 3(9) gg ) Yc K. 3 V • '21 s «4, SITE AM Peak Hour(PM Peak Hour) LV J M t- figure 7 • P Development Generated Trip Assignments A T?a ffic Imoact Artahsis ofthe S ell Sell v Rot R CVS Pharmacv Project Number 15 -1 -0 June 21, 2007 Pa-c I3 0 P 0 0 ATraffic Inwact Atud - hais of die Sensem Road CVS PI CIM acv Projec[Number 15270 -I -0 June 21, 2007 Page 14 Q �0 Signalized - xuggesna Intersection uwruveamu t>" LOS = B(C) .-t Itignt ^' W b - I Night' M1H 1 Lcll" So- t LuiP' n w � � B(C) (C)n ® � 1 *y Signalized n Intersection p LOS =C(F) (F)C V Y Seoseoy Rod d(Route 652) V Unsignalized Intersection Right InBight Out only Denotes Critical Unsignalized Movement AM Peak Hour (PM Peak Hour) ** Funding for the Improvements have yet to be determined LF + Figure 9 • P 0 0 I No Scale 2010 Build -out Lane Geometry and Levels of Service ATrafHc Impact Anahsis of the Sensenv Road CVS Phamracl Project Number. 15270 -1 -0 tune 2(, 2007 Page 15 SITE }btSrt 1� Site Dr kl ` Unsignalized Intersection e K e 3 C v Unsignalized Intersection Right InBight Out only Denotes Critical Unsignalized Movement AM Peak Hour (PM Peak Hour) ** Funding for the Improvements have yet to be determined LF + Figure 9 • P 0 0 I No Scale 2010 Build -out Lane Geometry and Levels of Service ATrafHc Impact Anahsis of the Sensenv Road CVS Phamracl Project Number. 15270 -1 -0 tune 2(, 2007 Page 15 l J Table 5 Levels of Service and Back of Queue (95%) Results 2010 Build -out Conditions (w/ suggested improvements) Intersection Traffic Control Lane Group/ Approach AM Peak Hour PM Peak Hour LOS Back of Queue LOS Back of Queue Senseny Road (Rt 657) & Greenwood Road (Rt 656) Signalized EB/L A 81.0 D 317.0 EBIT B 197.0 C 528.0 EB/R A 25.0 A 46.0 EB LOS B C WB /L A 73.0 D 2320 WB /P C 339.0 C 491.0 WB /R A 53.0 B 62.0 <hB LOS B C NB /L C 58.0 D 105.0 NB/T C 90.0 D 228.0 NB/R A 47.0 A 68.0 NB LOS B C SB /L C 96,0 F 249.0 SB/T C 156.0 D 162.0 SB /R A 66.0 B 129.0 SB LOS B C Overall LOS B C Senseny Road (Rt 657) & Site Dr # 2 Unsignalized EB/TR - - - - WBfr - - - - NB/R - Greenwood Road (Rt 656) & Site Dr # 1 Unsignalized WB/LR B 25.D C 25.0 NB/TR - - - SB /L SB/T A 25.0 - A 25.0 Assumed 25 feet Vehicle Length EB — Eastbound, WB - Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right • P RA A D ffic hr nact AnaNsis of the Senseny Road CVS Phnnnaco Project Number: 15270 -1 -0 June 21. 2007 Pa 16 1 0 CONCLUSION The traffic impacts associated with the build -out of the proposed Senseny Road CVS Pharmacy development are acceptable and manageable. Assuming the improvements shown in Figure 4 and Figure 9, all the study area intersections will maintain levels of service "C" or better during 2010 background and build -out conditions, respectively. The following reiterates the improvements recommended for the intersection of Greenwood Road /Senseny Road: • Sensenv Road /Greenwood Road: In order to achieve levels of service "C ", this intersection will require an eastbound right -turn lane, a westbound right -turn lane, a northbound left -tum lane and a southbound left -turn lane in 2010 background and build -out conditions. NOTE Funding for the aforementioned improvements have yet to be determined. E • Bike and pedestrian facilities will be addressed during Site Plan time. P A Daftic Impact kwtvsis o0he Sensenv Road CVS % ha n ocv Project Number: 14270 -1 -0 June 21, 2007 Pine 17 Senseny Road CVS Pharmacy • Existing Conditions_AM 3: Sensenv Rd & Greenwood Rd 6/21/2007 • Lane`,Groupx ,,, w BL EBT ; >.,BBL' WBT 47,FrR .u, F _ BC NBT n NBR� SBL $ „SBTa SBR 'J Lane Configurations + T+ r * �+ Volume (vph) 166 126 50 16 175 87 40 58 19 45 105 219 ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 90 0 0 150 0 150 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Frt 0.957 0.950 0.850 0.850 Flt Protected 0.950 0.950 0.980 0.985 Satd. Flow (prot) 1770 1783 0 1770 1770 0 0 1825 1583 0 1835 1583 At Permitted 0.458 0.634 0.827 0.879 Satd. Flow (perm) 853 1783 0 1181 1770 0 0 1540 1583 0 1637 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 22 26 21 243 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor 0.90 '<0.90 0.90. 0.90 0.90 0.90 ;_ `0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 184 140 56 18 194 97 44 64 21 50 117 243 Shared Lane Traffic ( %) Lane Group Flow (vph) 184 196 0 18 291 0 0 108 21 0 167 243 Enter Blocked Intersection -: No _ -';`No No No No - No .;: .No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right MedianWidth(ft) : 'T'. ,:12 _ 1 '`0 r t'0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) ., 16 _ 16 16 16 Two way Left Turn Lane Headway Factor 1,00 �1 00 1.00 1.00 = , 1.00 1.6o :1.00 `:_1.00 1.00 -1.00 - 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm +pC pm +pt „` Penn - ' Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 23.0 '60.0 0.0 19.0 55.0 0:0 41.0 41.0 41.0 41.0 41.0 41.0 Total Split ( %) 19.2% 50.0% 0.0% 15.8% 46.7% 0.0% 34.2% 34.2% 34.2% 34.2% 34.2% 34.2% Maximum Green (s) 17.0 54.0 13.0 50.0 35.0 35.0 35.0 35.0 35.0 35.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Act Effct Green (s) 71.0 54.0 63.0 50.0 35.0 35.0 35.0 35.0 Actuated g/C Ratio 0.59 0.45 0.52 0.42 0.29 0.29 0.29 0.29 v/c Ratio 0.29 0.24 0.03 0.39 0.24 0.04 0.35 0.38 Control Delay 11.6 18.9 9.9 23.9 34.2 12.1 36.1 5.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.6 18.9 9.9 23.9 34.2 12.1 36.1 5.8 -LOS B B A C C B D A Synchro 7 - Report Patton Harris Rust & Associates Page 1 'Senseny Road CVS Pharmacy • Existing Conditions _AM 3: Senseny Rd & Greenwood Rd 6/21/2007 --e "— 4\ t 1,1o. •...sr- tac.�. s..- _'�„�l"'1A"T [ -- ' s ,J` R-�— " ".c.,T .e..� _._... 'a _ ._ --ri� f^-- ��' _y„,.._ .�....�.. Lane Group _ w. _ EBL?, rEBT _iEBR,k;WBLWBT WBR_:a -NBL _=.�NBT NBRt ; SBL£;,SBT SBR Approach Delay `' o4 15.4 23.0 30.6 o5 — 18.2 4 t 08 Approach LOS - ----- — - -- F B C C B Queue Length 50th (ft) 58 81 5 140 64 0 102 0 Queue Length 95th (ft) 93 132 15 214 113 20 166 60 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 90 150 150 Base Capacity(vph) 635 814 684 753 449 477 477 634 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.29 0.24 0.03 0.39 0.24 0.04 0.35 0.38 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 40 Control Type: Pretimed Maximum v/c R46i . 0.39 Intersection Signal Delay: 19.8 Intersection LOS: B Intersectio "n Capa6i Utilization 53.4% ICU Level of Service A Analysis Period (min) 15 •Splits and Phases: 3: Senseny Rd & Greenwood Rd Y of o2 `' o4 41n$ o5 — 06 4 t 08 - ----- — - -- F s�.= c�", P ..�r'R��.,�r.�;e"*Y:�;rl,.m'?r� -,a Patton Harris Rust & Associates Synchro 7 - Report Page 2 • Senseny Road CVS Pharmacy Existing Conditions_PM I Senseny Rd & Greenwood Rd 6/21/2007 ...,.q 1 ' � y "^ i - ^<t ^} ,y rat j ...� pt ",' .-'_' ,�'F"'T b ;• ,fi,•.�..,..._ Lane.Group, tEBL., EBT_n.,eEBR .;rWBL WBT x.WBR�,. NBL NBTbd,.. €NBR, SBL..SBT aSBR ` Lane Configurations +' i +T Volume(vph) 279 197 80 23 208 61 74 154 27 89 114 336 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 90 0 0 150 0 150 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.957 0.966 0.850 0.850 Fit Protected 0.950 0.950 0.984 0.979 Said. Flow (prot) 1770 1783 0 1770 1799 0 0 1833 1583 0 1824 1583 Fit Permitted 0.419 0.510 0.752 0.632 Satd. Flow (perm) 780 1783 0 950 1799 0 0 1401 1583 0 1177 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 20 14 30 373 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor 0.90 0.90 _- 0.90 0.90. 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 310 219 89 26 231 68 82 171 30 99 127 373 Shared Lane Traffic ( %) Lane Group Flow (vph) 310 308 0 26 299 0 0 253 30 0 226 373 Enter Blocketl Intersection No No `. No No , ... `No No : -...; No No No No . No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median widflfty, 12 .. 1 ., . '12 ! ;_ -` - 0 nk Offsef(ft) ., 0 0 ... _;0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane HeadwayEactor 1.00 1 00 1 00.' `'1.00 00 , too . .1.00 ,:1.00 .' 1.00 1.00 1.00 1_.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type `;• ..' pm +pt pm +pt Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 - 8 8. 4 4 Minimum Split (s) 10.0 10A 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 23.0 54.0 0.0 19.0 50.0 0.0 47.0 47.0 47.0 47.0 47.0 47.0 Total Split ( %) 19.2% 45.0% 0.0% 15.8% 41.7% 0.0% 39.2% 39.2% 39.2% 39.2% 39.2% 39.2% Maximum Green (s) 17.0 48.0 13.0 44.0 41.0 41.0 41.0 41.0 41.0 41.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Act Effct Green (s) 65.0 48.0 57.0 44.0 41.0 41.0 41.0 41.0 Actuated g/C Ratio 0.54 0.40 0.48 0.37 0.34 0.34 0.34 0.34 v/c Ratio 0.55 0.42 0.05 0.45 0.53 0.05 0.56 0.47 Control Delay 18.3 26.4 12.6 30.0 36.6 9.3 38.7 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.3 26.4 12.6 30.0 36.6 9.3 38.7 5.0 -LOS B C B C D A D A Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Pharmacy • Existing Conditions_PM 3: Senseny Rd & Greenwood Rd 6/21/2007 is Lane.Grb . " B w EBT EBR WBU, , WBT r WBR . :NBLr 'NBi NBR rSBL ,, _;SBT rry SBR Pr; rn �. x;x. ,��k - Approach Delay 22.4 28.6 33.7 54s 17.7 4 Approach LOS C C C 501saK,v.'." -z�_' bra :. �t '= '...ri B Queue Length 50th (ft) 123 159 9 166 157 0 142 0 Queue Length 95th (ft) 181 238 22 249 242 21 228 65 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 90 150 150 Base Capacity(vph) 563 725 540 669 479 561 402 786 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.42 0.05 0.45 0.53 0.05 0.56 0.47 Inter" ectionSummary� yr� x Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle`'.60 Control Type: Pretimed Maximum v/c Ratio: 0.56 Intersection Signal Delay: 23.7 Intersection LOS: C Intersection Capacity Utti anon` °73.2% ICU Level of Se yice`D Analysis Period (min) 15 *Splits and Phases: 3: Senseny Rd & Greenwood Rd m1 o2 o4 19 s. 54s =1 (MEM I 2W. 4 .4— 231a- : = 501saK,v.'." -z�_' bra :. �t '= '...ri 47s:.Fi.; IKRQ ..u.'.' Synchro 7 - Report Patton Harris Rust & Associates Page 2 Senseny Road CVS Phar•y 20•Background Conditions _AM 3: Sensenv Rd & Greenwood Rd 6/21/2007 I 4 v BL EBT Miff `�' �WBT � WBR� NBL'� NBTY „NBR_� SBL � SBT.3. SBR ER� Lane Configurations 1+ Volume(vph) 189 286 52 167 429 135 41 80 123 81 155 272 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 90 0 0 150 0 150 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Frt 0.977 0.964 0.850 0.850 Flt Protected 0.950 0.950 0.983 0.983 Satd. Flow (prot) 1770 1820 0 1770 1796 0 0 1831 1583 0 1831 1583 Flt Permitted 0.147 0.458 0.747 0.819 Satd.Flow (perm) 274 1820 0 853 1796 0 0 1391 1583 0 1526 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 10 16 137 302 Link Speed (mph) 45 45 45 45 Link Distan' e;(ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour'Factor :` . 0.90' - 0.90 0.90: 0.90 0.90 0.90 0.90 :;; .0.90: 0.90 0.90 0.90 0.90 Adj.Flow(vph) 210 318 58 186 477 150 46 89 137 90 172 302 Shared Lane -Traffic ( %) Lane Group Flow (vph) 210 376 0 186 627 0 0 135 137 0 262 302 Enter Blocked'Intersec6on ' No No No No No 'No "No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right wiedian Width' (ft ) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) .. 16 16 ' - 16 16 Two way Leff Turn Lane Headway Factor 1 00 _1.00 1.00 1.00 1.00 1:00 ;1.00 1 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm +pt pm +pt Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 23.0 60.0 0.0 19.0 56.0 0.0 41.0 41.0 41.0 41.0 41.0 41.0 Total Split ( %) 19.2% 50.0% 0.0% 15.8% 46.7% 0.0% 34.2% 34.2% 34.2% 34.2% 34.2% 34.2% Maximum Green (s) 17.0 54.0 13.0 50.0 35.0 35.0 35.0 35.0 35.0 35.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Act Effct Green (s) 71.0 54.0 63.0 50.0 35.0 35.0 35.0 35.0 Actuated g/C Ratio 0.59 0.45 0.52 0.42 0.29 0.29 0.29 0.29 v/c Ratio 0.56 0.46 0.34 0.83 0.33 0.25 0.59 0.45 Control Delay 18.6 24.4 12.7 41.3 36,2 6.4 42.8 5.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.6 24.4 12.7 41.3 36.2 6.4 42.8 5.9 ` -OS B C B D D A D A Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Phar A Background Conditions—AM 3: Senseny Rd & Greenwood Rd 6/21/2007 Pi fKV S13T.t„,v,*SBIR Approach Delay Storage Cap Reductn 0 0 0 0 0 22.3 Reduced v/c Ratio 0.56 0.46 0,34 0.83 0.33 34.7 21.2 gw F-� 23.0 23 h' Approach LOS C C C Offset 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green C Natural Cycle: 60 Queue Length 50th (ft) 68 192 59 416 82 0 174 0 Queue Length 95th (ft) 126 278 94 #598 140 47 265 66 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 90 150 150 Base Capacity (vph) 374 825 547 758 406 559 445 676 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 U U u u V u Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.56 0.46 0,34 0.83 0.33 0.25 0.59 0.45 gp n�-w X-,&A-r gw F-� 08 23 h' Area Type: Other Cycle Length: 1 20 Actuated Cycle Length: 1 20 Offset 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pr edmed Maximum v/c Ratio': Intersection Signal Delay: 26.9 Intersection LOS: C Intersection Capia6iy Utilizaboh 80.4% ICU Level of Service D Analysis Period (min) 15 • # 95th pe�666tilti 610m6 e Capacity c'u'eue may be longer. Queue shown is maximum after two cycles. Snfitq And Phq. 3- Sensenv Rd & Greenwood Rd X 01 q2 04 05 08 23 h' 41,FT • Synchro 7 - Report Patton Harris Rust & Associates Page 2 'Senseny Road CVS Phar• y 20 Background Conditions _PM 3: Senseny Rd & Greenwood Rd 6/21/2007 Lane Configurations 11 , 1 T+ *1 F +T F Volume (vph) 343 610 82 252 562 119 76 218 286 153 159 382 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 90 0 0 150 0 150 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Frt 0.982 0.974 0.850 0.850 Flt Protected 0.950 0.950 0.987 0.976 Said. Flow (prot) 1770 1829 0 1770 1814 0 0 1839 1583 0 1818 1583 Flt Permitted 0.078 0.085 0.549 0.467 Said. Flow (perm) 145 1829 0 158 1814 0 0 1023 1583 0 870 1583 Right Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 7 10 300 341 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor 0.90 0.90--l ' =d.90 - 0.90 0.90 - 0.90 0.90 0.90 0.90 = 0.90 0.90 0.90 Adj. Flow (vph) 381 678 91 280 624 132 84 242 318 170 177 424 Sharetl,LaneTraffic( %) Lane Group Flow (vph) 381 769 0 280 756 0 0 326 318 0 347 424 Enter. Blocked intersection 'No: No No , : No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right •Median Widtf (ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 ; - 16 :16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 ';1.00 _' 1.00 1.00 1, 0 1.00 1.00 ' 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm +pt ' pm +pt Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 23.0 ` 57.0 0.0 19.0 53.0 0.0 44.0 44.0 44.0 44.0 44.0 44.0 Total Split ( %) 19.2% 47.5 6 70 0.0% 15.13% 442% 0.0% 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% Maximum Green (s) 17.0 51.0 13.0 47.0 38.0 38.0 38.0 38.0 38.0 38.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Act Effct Green (s) 68.0 51.0 60.0 47.0 38.0 38.0 38.0 38.0 Actuated g/C Ratio 0.57 0.42 0.50 0.39 0.32 0 "32 0.32 0.32 v/c Ratio 1.22 0.98 1.10 1.05 1.01 0.45 1.26 0.58 Control Delay 157.3 63.1 119.9 84.5 93.2 6.5 177.7 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 157.3 63.1 119.9 84.5 93.2 6.5 177.7 10.6 �OS F E F F F A F 6 Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Pharmacy A Background Conditions _PM 3: Senseny Rd & Greenwood Rd 6/21/2007 Approach Delay 94.3 94.1 50.4 19.s+r 85.8 44sIM MME t Approach LOS F F D -��'" F 05 Queue Length 50th (ft) -313 575 -196 -637 -255 10 -337 46 Queue Length 95th (ft) #510 #849 #373 #880 #448 78 #526 147 Internal Link Dist (H) 456 320 220 438 Turn Bay Length (ft) 150 90 150 150 Base Capacity(vph) 312 791 254 717 324 706 276 734 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 D 0 0 Reduced v/c Rate 1.22 0.98 1.10 1.05 1. 0.45 1.26 0.58 ! 1 .' ,m'n .roi.° inls Intersection °Summary n ,:, . �.x -: v ... .� <µ P- Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 120 Control Type: Pretimed Maximum y/c RAo: 1.26 Intersection Signal Delay: 84.6 Intersection LOS: F Intersection Capacity Utilization 108.3% .5 ; _ICU Level of Service G ' Analysis Period (min) 15 Volume 'exceeds capacity, queue „is theoretically infinite. • _ = Queue shown is maximum after two cycles. #_ 95th percentile' volume exceeds capacity,'queue may be longer Queue shown is maximum after two cycles. Splits and Phases: 3: Sensenv Rd & Greenwood Rd 01 4 o2 b } 04 19.s+r 57s` � fi ” 44sIM MME t -��'" 05 06 e8 2310 ,:.�MM.A 53rs= i s Synchro 7 - Report Patton Harris Rust & Associates Page 2 'Senseny Road CVS Pharmacy 2010 Background C•ditions w/ Improvements_AM 3: Senseny Rd & Greenwood Rd 612172007 Lane Configurations t r t r t r T r Volume (vph) 189 286 52 167 429 135 41 80 123 81 155 272 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 100 90 100 100 150 250 150 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 25 2 25 25 6 25 25 8 25 25 4 25 Lane Util. 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 Frt 10.0 10.0 0.850 10.0 10.0 0.850 10.0 10.0 0.850 10.0 10.0 0.850 Flt Protected 0.950 53,0 .53.0 0.950 48.0 48.0 0.950 25.0 25.0 0.950 25.0 25.0 Sato. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.320 47.0 47.0 0.568 42.0 42.0 0.597 19.0 19.0 0.699 19.0 19.0 Bald. Flow (perm) 596 1863 1583 1058 1863 1583 1112 1863 1583 1302 1863 1583 Right Turn on Red 2.0 2.0 Yes 2.0 2.0 Yes 2.0 2.0 Yes 2.0 2.0 Yes Bald. Flow (RTOR) 0.0 0.0 58 0.0 0.0 118 0.0 0.0 137 0.0 0.0 302 Link Speed (mph) 6.0 45 6.0 6.0 45 6.0 6.0 45 6.0 6.0 45 6.0 Link Distance (ft) Lead 536 Lag Lead 400 Lag 300 518 Travel Time (s) Yes 8.1 Yes Yes 6.1 Yes 4.5 7.8 Peak Hour Factor 0.90 0.90 0.90 0.90 .0.90 - 0.90 , 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 210 318 58 186 477 150 46 89 137 90 172 302 Shared Lan e Traffp( %j 0.40 0.33 0.07 0.30 0.55 0.19 0.20 0.23 0.31 0.33 0.44 0.53 Lane Group Flow (vph) 210 318 58 186 477 150 46 89 137 90 172 302 Enter Blocked:lntersection sNo No No No No No - 'No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right •Ivledian Widtfi(ft) A 12 A A 12 A C 12 A C 12 A Link Offset(ft) 0 0 0 Synchro 0 Report Crosswalk Width(ft) 16 16 . 16 16 Two way Left Turn Lane Headway Factor ' 1.00 1.00 00 1.00 1.00 1.0b 1 ",00 1.00 1.00 1.00 1.00 1.0C Turning Speed (mph) 15 9 15 9 15 9 15 Turn Type" `.pm +pt Perm :.pm +pt Perm . Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 2 6 6 "8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 17.0 53,0 .53.0 12.0 48.0 48.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split ( %) 18.9% 58.9% 5H% 13.3% 53.3% 53.3% 27.8% 27.8% 27.8% 27.8'/o 27.8% 27.8% Maximum Green (s) 11.0 47.0 47.0 6.0 42.0 42.0 19.0 19.0 19.0 19,0 19.0 19.0 Yellow 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 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Act Effct Green (s) 58.0 47.0 47.0 48.0 42.0 42.0 19.0 19.0 19.0 19.0 19.0 19.0 Actuated g/C Ratio 0.64 0.52 0.52 0.53 0.47 0.47 0.21 0.21 0.21 0.21 0.21 0.21 v/c Ratio 0.40 0.33 0.07 0.30 0.55 0.19 0.20 0.23 0.31 0.33 0.44 0.53 Control Delay 8.4 13.6 3.3 8.3 20.2 4.8 31.8 31.2 7.6 34,0 35.0 7.5 Queue Delay 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 Delay 8.4 13.6 3.3 8.3 20.2 4.8 31.8 31.2 7.6 34.0 35.0 7.5 �OS A B A A C A C C A C C A Baseline Synchro 7 - Report %user name% Page 1 Senseny Road CVS Phatcy 2010 Background Viditions w/ Improvements — AM 3: Senseny Rd & Greenwood Rd 6/2112007 Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 55 Control Type. Pretinned Maxim v/c,R6tjo'aH Intersection Signal Delay: 15.6 Intersection LOS: B 06 n`:CaP Utilization 64.5% ICU LeNel of'Servi6'C Analysis Period (min) 15 * Splits and Phases: 3: Senseny Rd & Greenwood Rd If 1 A --* m 2 4� o4 12fsu,410- WHPW 251M w t 05 06 08 4W's 5 0 Go u IT 7� ffEA, ffffft BR' bL fY7 Nbjf NBRrX B §jt,, Approach Delay 10.7 14.6 19.4 20.1 Approach LOS B B 8 C Queue Length 50th (ft) 41 99 0 36 187 10 22 42 0 44 86 0 Queue Length 95th (ft) 69 154 17 62 280 42 52 83 46 88 147 66 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 100 90 100 100 150 250 150 Base Capacity (vph) 528 973 854 612 869 802 235 393 442 275 393 572 Starvation Cap Reduch 0 0 0 0 0 a 0 0 0 0 0 0 Spillback Cap , Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reducin 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v1c Ratio 0.40 0.33 0.07 0.30 0.55 0.19 0.20 0.23 0.31 0.33 0.44 0.53 Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 55 Control Type. Pretinned Maxim v/c,R6tjo'aH Intersection Signal Delay: 15.6 Intersection LOS: B 06 n`:CaP Utilization 64.5% ICU LeNel of'Servi6'C Analysis Period (min) 15 * Splits and Phases: 3: Senseny Rd & Greenwood Rd If 1 A --* m 2 4� o4 12fsu,410- WHPW 251M w t 05 06 08 4W's AdIkk MW Baseline Synchro 7 - Report %user narne% Page 2 - Senseny Road CVS Pharocy 2010 Background (oditions Improvements_ PM w/ 3: Senseny Rd & Greenwood Rd 612112007 Lane Group; 2 „> �,,� � EBL EBR L; xr,WBR x °s$ NBLV NBT, ,,.NBR , ,FWBT2 , PSBR J Lane Configurations t r t t r ►j t r Volume(vph) 343 610 82 252 562 119 76 218 286 153 159 382 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1960 1900 1900 1900 1900 1900 Storage Length (ft) 150 100 90 100 100 150 250 150 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Fri: 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Said. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.155 0.191 0.599 0.472 Said. Flow (perm) 289 1863 1583 356 1863 1583 1116 1863 1583 879 1863 1583 Right Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 49 72 318 349 Link Speed (mph) 45 45 45' 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor 0.90 0 90 0.90 0.90 0.90 . 0.90 . '. 0.90 0.90 :. 0.90 0.90 0.90 0.90 Adj. Flow(vph) 381 678 91 280 624 132 84 242 318 170 177 424 Shared Lane Traffic ( %) Lane Group Flow(vph) 381 678 91 280 624 132 84 24P 318 170 177 424 Enter Blooked Intersection ,,1No No No No Na No -No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right (ft) " - 12 12 12 12 Lnk Offset(ft 0 0 0 0 Crosswalk,Width(ft) `; `.� 16 "16 16_' 16 Two way Left Turn Lane Headway Factor 1, 1 .00' ;1 .00" 1.00 100 100 if:00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn - Type`.= km +Pt Perm pm +Pt Perm Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 2 6 6 8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 20.0 47.0 47.0 16.0 43.0 43.0 27.0 27.0 27.0 27,0 27.0 27.0 Total Split ( %) 22.2/% 52.2% 52.2% 17.8% 47.8% 47.8% 30.0% 30.0% 30.0 % 30.0% 30.0% 30.0% Maximum Green (s) 14.0 41.0 41.0 10.0 37.0 37.0 21.0 21.0 21.0 21.0 21.0 21.0 Yellow 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 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Act Effct Green (s) 55.0 41.0 41.0 47.0 37.0 37.0 21.0 21.0 21.0 21.0 21.0 21.0 Actuated g/C Ratio 0.61 0.46 0.46 0.52 0.41 0.41 0.23 0.23 0.23 0.23 0.23 0.23 v/c Ratio 0.94 0.80 0.12 0.82 0.81 0.19 0.32 0.56 0.52 0.83 0.41 0.67 Control Delay 50.5 29.7 8.0 33.7 33.9 9.1 32.8 36.1 6.9 66.0 32.6 12.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 Total Delay 50.5 29.7 8.0 33.7 33.9 9.1 32.8 36.1 6.9 66.0 32.6 12.3 -_OS D C A C C A C D A E C B NW Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Pharmacy 2010 Background Aditions w/ Improvements_ PM 3: Senseny Rd & Greenwood Rd 6121/2007 Approach Delay m2 34.9 16ts_ a 47ts .,, - 30.7 21.2 ' 05 �, 06 28.8 20 s ..n- ,""°..i Approach LOS 27_sas: .�'AW94Z le,:'tl: C C C C Queue Length 50th (ft) 131 319 13 63 306 20 40 122 0 92 86 35 Queue Length 95th (ft) #306 #477 40 #194 #494 56 82 198 65 #206 147 132 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 100 90 100 100 150 250 150 Base Capacity(vph) 407 849 748 343 766 693 260 435 613 205 435 637 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.94 0.80 0.12 0.82 0.81 0.19 0.32 0.56 0.52 0.83 0.41 0.67 Area Type: Other Cycle Length: 90 Actuated; Cycle Length: 90 Offset: 0 (0 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Pretimed Maximum v/c Ratio: 0.94 Intersection Signal Delay: 29.9 Intersection LOS: C IntersectionCapacity Uti,li2ation 88.5 % ICU Level of Service E Analysis Period (min) 15 percentile volume exceeds capacity, queue`may be longer. 0 Queue shown is maximum after two cycles. Splits and Phases: 3: Senseny Rd & Greenwood Rd m1 m2 o4 16ts_ a 47ts .,, - 27 €ss m P .° 4 ' 05 �, 06 I' 08 20 s ..n- ,""°..i ' 43's: , ; .� _�:.; sS . ° .: -v, - , 27_sas: .�'AW94Z le,:'tl: AML Synchro 7- Report Patton Harris Rust & Associates Page 2 Senseny Road CVS Pharky " P010 Build -out Conditions AM 3: Senseny Rd & Greenwood Rd 6/21/2007 Lane Configurations T T+ +T r +T jr Volume (vph) 189 290 52 172 429 135 45 84 123 85 156 272 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 90 0 0 150 0 150 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Frt 0.977 0.964 0.850 0.850 Flt Protected 0.950 0.950 0.983 0.983 Said. Flow (prot) 1770 1820 0 1770 1796 0 0 1831 1583 0 1831 1583 Fit Permitted 0.178 0.410 0.789 0.830 Said. Flow (perm) 332 1820 , 0 764 1796 0 0 1470 1583 0 1546 1583 Right Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 10 17 137 302 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 ' 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 210 322 58 191 477 150 50 93 137 94 173 302 Shared Lane Traffic ( %) Lane Group Flow (vph) 210 380 0 191 627 0 0 143 137 0 267 302 Enter Blocked Intersection No No 'No No No No No - No No No "No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right edian Width(ft) _ 12 12 '12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) , 16 16 ::16 16 . Two way Left Turn Lane Headway Factor 1.00.:100 1'00 .1`00 1.00 1.00 "1;00 1.00 1.00 100 im .1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm +pt pm +pt Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 15.0 58.0 0.0 15.0 58,0 0.0 47.0 47.0 47.0 47.0 47.0 47.0 Total Split ( %) 12.5% 48.3% 0.0% 12.5% 48.3°/% 0.0% 39.2% 39.2% 39.2% 39.2% 39.2% 39.2% Maximum Green (s) 9.0 52.0 9.0 52.0 41.0 41.0 41.0 41.0 41.0 41.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Act Effct Green (s) 61.0 52.0 61.0 52.0 41.0 41.0 41.0 41.0 Actuated g/C Ratio 0.51 0.43 0.51 0.43 0.34 0.34 0.34 0.34 we Ratio 0.76 0.48 0.41 0,80 0.28 0.22 0.51 0.41 Control Delay 33.5 26.1 16.4 37.6 30.8 5.4 35.5 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.5 26.1 16.4 37.6 30.8 5.4 35.5 4.9 �OS C C B D C A D A Synchro7- Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Phar a 4 P010 Build -out Conditions AM 3: Senseny Rd & Greenwood Rd 6/21/2007 0 LaneG oup k s }EBD%xE3T aw EBR,';nWBL , WBT, ` WBR.t' tNBL 'NBTIo NBR s SJOR, SBT SBR Approach Delay -► m2 28.7 15m -'a 4 VA 32.6 18.4 '# 05 19.3 ¢ #;T, 08 Approach LOS 58,s wv� ate'. C C B B Queue Length 50th (ft) 78 201 70 402 80 0 164 0 Queue Length 95th (ft) #149 291 111 563 135 43 249 61 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 90 150 150 Base Capacity(vph) 277 794 464 788 502 631 528 740 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.48 0.41 0.80 0.28 0.22 0.51 0.41 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum.v /clRaho 0.80 . Intersection Signal Delay: 26.5 Intersection LOS: C Intersection ,Capacity Utilization 81.1 % ICU Level of Service D Analysis Period (min) 15 � # , 95th percentile volume exceeds capacity queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Senseny Rd & Greenwood Rd f 01 -► m2 , ,, o4 15m -'a 4 VA 58s ;,-Y ''72CEMi `.� 476 �_ '# 05 f - � 06 ¢ #;T, 08 151s r "i 58,s wv� ate'. 47s�,a,� Patton Harris Rust & Associates Synchro7- Report Page 2 Senseny Road CVS Phar74facy 5: Site Dr #1 & Greenwood Rd 4 1010 Build -out Conditions AM 6/21/2007 Lane Configurations Y T 5 T Volume (vph) 3 9 243 3 9 372 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 110 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.896 0.999 Flt Protected 0.989 0.950 Satd. Flow (prof) 1651 0 1861 0 1770 1863 Flt Permitted 0.989 0.950 Sato. Flow (perm) 1651 0 1861 0 1770 1863 Link Speed (mph) 45 45 45 Link Distance (ft) 242 228 300 Travel Time (s) 3.7 3.5 4.5 Peak Hour Factor 0.90 0_.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 3 10 270 3 10 413 Shared Lane Traffic ( %) Lane Group Flow (vph) 13 0 273 0 10 413 Enter Blocked,lkersection ' `No No No No No No Lane Alignment Left Right Left Right Left Left Medid Wid(li(ft) -12 _ 0 ' - 12 - Link Offset(ft) 0 0 0 Crosswallk'* th(ft)' ,,, ` '' 16 ` 16 16 ' Two way Left Turn Lane Headway.Factor =1,00 in 1.00 ' 1.00 1.00 - , 1.00 - Turning Speed (mph) 15 9 9 15 Sign Cont of . Stop Free Free Area Type: Other Control Type: Unsignalized Intersectiori Capacity Utilization 29.6% ICU Level of Service A Analysis Period (min) 15 Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Pharmacy 010 Build -out Conditions AM 7: Senseny Rd & Site Dr #2 6/2112007 •:... -dZ 4 .- Lane Configurations + t r Volume (vph) 489 8 0 736 0 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.865 Flt Protected Sate. Flow (prot) 1859 0 0 1863 0 1611 Flt Permitted Sad. Flow (perm) 1859 0 0 1863 0 1611 Link Speed (mph) 45 45 45 Link Distance (ft) 400 404 141 Travel Time (s) 6.1 6.1 2.1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 543 9 0 818 0 4 Shared Lane Traffic ( %) Lane Group Flow_ (vph) 552 0 0 818 0 4 . Enter Blocked Intersection No No No No No No Lane Alignment Left .Right ;Left Left Left ;:Right Median Width(ft) 12 0 0 Lmk Offsetlft i, <0 0 0 Crosswalk Width(ft) 16 16 16 Two way Leff;Tum Lane" Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Tuming Sp9d (mph) '9 - 1 15 ',15 ; _ 9 Sign Control Free Free Stop ntersection €Summa $ •• y, Area Type: Other Control Typ'e:;U,nsignalized Intersection Capacity Utilization 42.1% ICU Level of Service A Analysis Period (min)'15 Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Pharrt�acy I P010 Build -out Conditions 3: Sensenv Rd & Greenwood Rd 6/21/2007 � LaneGrou'p) „'+ a Fs EBL �EBTz %z:`aEBRk x';WBL 3,WBT = x_WBRk. NBL; NBTx ,NBR+' °; SBL ^SBT „?jaSBR I Lane Configurations T+ Volume (vph) 343 622 85 266 562 119 91 232 286 163 163 382 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 90 0 0 150 0 150 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Frt 0.982 0.974 0.850 0.850 At Protected 0.950 0.950 0.986 0.976 Satd. Flow (prot) 1770 1829 0 1770 1814 0 0 1837 1583 0 1818 1583 Flt Permitted 0.083 0.093 0.542 0.454 Satd. Flow (perm) 155 1829 0 173 1814 0 0 1010 1583 0 846 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 7 10 286 323 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90: 0.90 J - 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 381 691 94 296 624 132 101 258 318 181 181 424 Shared LaneTraffic ( %) Lane Group Flow (vph) 381 785 0 296 756 0 0 359 318 0 362 424 Enter Blocked Intersection No `No' No No No No N 0 No No. No No ` . No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Pedian Width(ft) ; 12 12 t -12 12 Link Offset(ft) 0 0 0 _. 0 Crosswalk Width(ft) ' A 6 16 ':: 16 16 Two way Left Turn Lane H. eadway Factor '1:00 100 1 00 1.00 1.o0 1 00 1_:00 1.00 1.00 1.00 1.00 ` 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Tum Type -: pm +pt pm +pt Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 9 8 4 4 Minimum spit (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) ' ` 23.0 54.0 0.0 18.0 49.0 0.0 .48.0 48.0 48.0 48.0 48.0 48.0 _ Total Split ( %) 19.2% 45.0% 0.0% 15.0% 40.8% 0.0% 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% Maximum Green (s) 17.0 48.0 12.0 43.0 42.0 42.0 42.0 42.0 42.0 42.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 - 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Act Effet Green (s) 65.0 48.0 55.0 43.0 42.0 42.0 42.0 42.0 Actuated g/C Ratio 0.54 0.40 0.46 0.36 0.35 0.35 0.35 0.35 v/c Ratio 1.22 1.07 1.24 1.15 1.01 0.43 1.22 0.55 Control Delay 155.4 87.5 168.6 120.8 91.0 6.6 161.9 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 155.4 87.5 168.6 120.8 91.0 6.6 161.9 10.6 .OS F F F F F A F B NW Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Pharmacy 010 Build -out Conditions _PM 3: Senseny Rd & Greenwood Rd 6/21/2007 Approach Delay 109.7 134.2 51.4 11 54 s 80.3 48 Approach LOS F F D l F 23 'RMK�A a , , ; Queue Length 50th (ft) -312 -670 -234 -687 -285 16 -345 54 Queue Length 95th (ft) #509 #913 #415 #930 #484 83 #535 152 Internal Link Dist (fl) 456 320 220 438 Turn Bay Length (ft) 150 90 150 150 Base Capacity(vph) 313 736 239 656 354 740 296 764 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storaq_e Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.22 1.07 1.24 1.15 1.01 0.43 1.22 0.55 Intersec6onSummaryv�: . _zr�«;_ �- <.�u.�U .,..�,�: = ... ,�.. � -, � � K �. -wi'� Area Type: Other Cycle Length: 120 Actuated Cycle Length. 1,20 Offset: 0 (0 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle 120 Control Type: Pretimed Maximum v/c Ratio 1,24, , Intersection Signal Delay: 99.7 Intersection LOS: F Intersection Capacity Utilizahon 110'7% ICU Level of Service H Analysis Period (min) 15 ueue is thereti infinite. Volume exceeds capacity ,q o cally infini ; • Y Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. Splits and Phases: 3: Senseny Rd & Greenwood Rd m1 � m2 v m4 11 54 s a;.... '� „`49'25 �laR . Enc,W-= -... 'd , 48 m5 1 06 l m8 23 'RMK�A a , , ; 49Ts .a 9 Synchro 7 - Report Patton Harris Rust & ,Associates Page 2 Senseny Road CVS Pharnl'acy 5: Site Dr #1 & Greenwood Rd 010 Build -out Conditions PM 6/21/2007 1 4, - T I • Lane "`�{ WB Y V! BR ^'NBT' L -NBRy -SBL SBT Lane Configurations Y j, t Volume (vph) 9 33 576 9 25 489 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 110 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.894 0.998 Flt Protected 0.989 0.950 Satd. Flow (prot) 1647 0 1859 0 1770 1863 Flt Permitted 0.989 0.950 Satd. Flow (perm) 1647 0 1859 0 1770 1863 Link Speed (mph) 45 45 45 Link Distance (ft) 242 228 300 Travel Time (s) 3.7 3.5 4.5 Peak Hour 'Fact or 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 10 37 640 10 28 543 Shared Lane Traffic ( %) Lane Group Flow (vph) 47 0 650 0 28 543 Enter Blocked Intersection No No -,- r No No . -> No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 ;' . 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 `16 Two way Left Turn Lane _ Headway'Factor �r - 1.00 1.00. . -1 00 ,� 1.00 - 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control ., :Stop Free , Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.9% Analysis Period (min) 15 ICU Level of Service A Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Phafficy *010 Build -out Conditions PM 7: Senseny Rd & Site Dr #2 6/21/2007 Lane Configurations '+ t r Volume (vph) 1049 21 0 946 0 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.865 At Protected Satd. Flow (prot) 1857 0 0 1863 0 1611 Fit Permitted Satd. Flow (perm) 1857 0 0 1863 0 1611 Link Speed (mph) 45 45 45 Link Distance (ft) 400 404 141 Travel Time (s) 6.1 6.1 2.1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1166 23 0 1051 0 16 Shared Lane Traffic ( %) Lane Group Flow (vph) 1189 0 ° 0 1051 0 16 Enter Blocked Intersection No No No No No No Lane'Algnnent Left . Right : -..Left ` Left Left Right Median Width(ft) 12 0 0 Link Offsef(ft) - 0 0 0 . Crosswalk Width(ft) 16 16 16 Two way Left Tyrn Lane Headway Factor 1.00 1.00 190 1.00 1.00 1.00 Turning Speed (inph) 9 � =15 ''` 415 f9 Sign Control Free Free Stop Area Type: Other Control Type: Unsignaliied Intersection Capacity Utilization 66.5% Analysis Penod'(min) 15 ICU Level of Service C Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Phar7Tfacy 2010 Build -out Anditions w/ Improvements - AM 3: Senseny Rd & Greenwood Rd 612112007 L&eGr6up , °, EBE- tBT, ;fE�L,'L�PW ffWBR Lane Configurations t r t r ►) t r t r Volume(vph) 189 290 52 172 429 135 45 84 123 85 156 272 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 100 90 100 100 150 250 150 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Frt 1 0.850 0.850 0.850 0.850 Fit Protected 0.950 0.950 0.950 0.950 Said. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.289 0.542 0.592 0.697 Said. Flow (perm) 538 1863 1583 1010 1863 1583. 1103 1863 1583 1298 1863 1583 Right Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 58 98 137 302 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor a 0.90 0.90, '.,0.90 ; 0.90 0.90 0.90 ';`0.90 _0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 210 322 58 191 477 150 50 93 137 94 173 302 Shared Cane Traffic'( Lane Group Flow (vph) 210 322 58 191 477 150 50 93 137 94 173 302 Enter Blocked'Intersection =No �, No No No, No hAo °- No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Wi itfi(ft)12 - 12 - 12 12 Link Oftset(ft) 0 0 0 0 Crosswalk Width(ft) - 16. - - =16 '16 16 Two way Left Turn Lane Headway Fzdtor -. 10 1 00 1.00 1.00 1.00 1.00 J. ,.:.00 1.00 1.00 1.00 1.00 "1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type °pm +pt ' Perm pm +pt Perm, 'Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 2 6 6 8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10,0 10.0 10.0 10.0 10.0 Total Split (s) 22.0 52.0 52.0 18.0 48.0 48.0 30.0 30.0 30.0 30.0 30.0 30.0 Total Split ( %) 22.0% 52.0% 52.0% 18.0% 48.0% 48.0% 30.0% 30.0% 30.0% 30.0% 30.0% 30.0% Maximum Green (s) 16.0 46.0 46.0 12.0 42.0 42.0 24.0 24.0 24.0 24.0 24.0 24.0 Yellow 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 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Act Effct Green (s) 62.0 46.0 46.0 54.0 42.0 42,0 24.0 24.0 24.0 24.0 24.0 24.0 Actuated g/C Ratio 0.62 0.45 0.46 0.54 0.42 0.42 0.24 0.24 0.24 0.24 0.24 0.24 v/c Ratio 0.40 0.38 0.08 0.30 0.61 0.21 0.19 0.21 0.28 0.30 0.39 0.50 Control Delay 9.7 19,3 4.5 9.2 26.7 8.0 32.6 31.9 7.1 34.4 34.9 6.8 Queue Delay 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 Delay 9.7 193 4.5 9.2 26.7 8.0 32.6 31.9 7.1 34.4 34.9 6.8 LOS A B A A C A C C A C C A Baseline Synchro7- Report %user name% Page 1 Approach Delay 02 Aditions Senseny Road CVS Pharmacy 2010 Build -out w/ Improvements — AM 3: Senseny Rd & Greenwood Rd 05 6/21/2007 19.9 22 s '..: _ Approach LOS 30F " B B Approach Delay 02 14.4 19.2 19.9 05 ti� 06 19.9 22 s '..: _ Approach LOS 30F " B B B B Queue Length 50th (ft) 50 130 0 45 232 19 25 48 0 49 93 0 Queue Length 95th (ft) 81 197 22 73 339 58 58 90 47 96 156 66 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 100 90 100 100 150 250 150 Base Capacity(vph) 531 857 760 637 782 722 265 447 484 312 447 609 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v /cRatio 0.40 0.38 0.08 0.30 0.61 0.21 0.19 0.21 0.28 0.30 0.39 0.50 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 96 (96 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle 55 Control Type: Pretimed Maximum Vic 'Ratio :0.61 Intersection Signal Delay: 18.2 Intersection LOS' B Intersection Capacity Utilization 64.6% ICU Lev e of Service'C Analysis Period (min) 15 • Splits and Phases: 3: Senseny Rd & Greenwood Rd 01 02 l m4 4r 05 ti� 06 08 22 s '..: _ 4S s - •. a .€ . a 1�WN 30F " Aahk Baseline Synchro7- Report %user name% Page 2 Senseny Road CVS Phatcy 2010 Build -out Aditions w/ Improvements — AM 5: Site Dr #1 & Greenwood Rd 6/21/2007 • Lane.Group >, , WBt S,WBR NBT 'NBR T . SBL °S6T Lane Configurations Y 45 Link Distance (ft) 242 Volume (vph) 3 9 243 3 9 372 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 Shared Lane Traffic 0 110 Storage Lanes 1 0 0 0 1 Enter Blocked Intersection Taper Length (ft) 25 25 No . 25 25 Right Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.896 0.999 • Crosswalk Width(ft) , ' . 16 Flt Protected 0.989 0.950 Satd. Flow (prot) 1651 0 1861 0 1770 1863 Flt Permitted 0.989 0.950 Said. Flow (perm) 1651 0 1861 0 1770, 1863 Link Speed (mph) 45 45 Link Distance (ft) 242 228 Travel Time (s) 3.7 3.5 Peak Hour Factor 0.90 0.90 0.90 0.90 Adj. Flow (vph) 3 10 270 3 Shared Lane Traffic Lane Group Flow (vph) 13 0 273 0 Enter Blocked Intersection No No No No . Lane Alignment Left Right Left Right Median�Wicfh(ft) <12� -_ - 0 Link Offset(ft) 0 0 • Crosswalk Width(ft) , ' . 16 16 Two way Left Turn Lane 45 300 4.5 0.90 0,90 10 413 Headway Factor' `1 W ? 1:00` (100 1.00 : 1.00 „ Turning Speed (mph) 15 9 9 15 Sign Control; - Stop:' 'Free Free F6 -S k� ° 2 T s a 3 Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.6% -. ICU Level of Service A Analysis Period (min) 15 Albk Baseline Synchro 7 - Report %user_name% Page 1 Senseny Road CVS PhariTfacy 7: Senseny Rd & Site Dr #2 2010 Build -out Anditions w/ Improvements AM 6/21/2007 • Na e °GroupxN a DEBT: EBR Lane Configurations '+ t Volume (vph) 489 8 0 736 0 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.865 Flt Protected Said. Flow (prot) 1859 0 0 1863 0 1611 Flt Permitted Satd. Flow (perm) 1859 0 0 1863 0 1611 Link Speed (mph) 45 45 45 Link Distance (ft) 400 404 141 Travel Time (s) 6.1 6.1 2.1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 543 9 0 818 0 4 Shared Lane Traffic ( %) Lane Gfoup Flow (vph) 552 0 0 818 0 4 Enter Blocked Intersection No No No No No No Lane Alignment , Left; :Right >- Left Left - Left Right Median Width(ft) 0 0 0 _, u Link Offset(fi) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way L Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 . Turr ing Speed (mph) 19 . - ..15 , 15 9 Sign Control Free Free Stop I' tersedtionlSummary m <m i T �2�u Area Type: Other Control Type:' Unsignalized Intersection Capacity Utilization 42.1 % ICU Level of Service Analysis'P6riod (min)`15 Baseline Synchro 7 - Report %user name% Page 1 Senseny Road CVS Pharocy 2010 Build -out Coditions w/ Improvements_ PM 3: Senseny Rd & Greenwood Rd 6/21/2007 Lane Configurations t r t r V i T r T r Volume (vph) 343 622 85 266 562 119 91 232 286 163 163 382 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 100 90 100 100 150 250 150 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. 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 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.160 0.176 0.576 0.432 Satd. Flow (perm) 298 1863 1583 328 1863 1583 1073 1863 1583 805 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 45 66 318 362 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 518 Travel Time (s) 8.1 6.1 4.5 7.8 Peak Hour Factor 0.90 -... 0.90 0.90 "0.90 0.90 . -: 0.90 .: 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 381 691 94 296 624 132 101 258 318 181 181 424 Shared Lane Traffic ( %) Lane Group Flow (vph) 381 691 94 296 624 132 101 258 318 181 181 424 Enter Blocked Intersection No ; s ,':Na No No No No No `. No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right . Mediari Width(ft) 2 .•`'(- 12 _ . 12 12 Link Offset(ft) 0 0 0 0 Crosswalk,Width(ft) = 16 16 >' 16 16 Two way Left Turn Lane Headway Factor ' ' 1 00 ; ,: 1 00 1.00 1.do 1.o0 `; 1.00 1'.60 1.00 1.00 ; , 1 00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type " pni =Perm pm ±pt Perm Perm, Perm ;Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 2 6 6 8 8 4 4 Minimum Split (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split (s) 22.0 52,0 52.0 18.0 48.0 48.0 30.0 30.0 30.0 30.0 30.0 30.0 Total Split ( %) 22.0% 52.0% 52.0% 18.0% 48.0% 48.0 % 30.0% 30.0% 30.0% 30.0% 30.0% 30.0% Maximum Green (s) 16.0 46.0 46.0 12.0 42.0 42.0 24.0 24.0 24.0 24.0 24.0 24.0 Yellow 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 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (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 Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Act Effct Green (s) 62.0 46.0 46.0 54.0 42.0 42.0 24.0 24.0 24.0 24.0 24.0 24.0 Actuated g/C Ratio 0.62 0.46 0.46 0.54 0.42 0.42 0.24 0.24 0.24 0.24 0.24 0.24 v/c Ratio 0.91 0.81 0.12 0.85 0.80 0.19 0.39 0.58 0.51 0.94 0.40 0.65 Control Delay 45.3 32.1 9.3 39.0 34.6 10.3 37.3 39.5 6.8 90.1 35,3 11.4 Queue Delay 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 Delay 45.3 32.1 9.3 39.0 34.6 10.3 37.3 39.5 6.8 90.1 35.3 11.4 LOS D C A D C B D D A F D B Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS Pharl'Tfacy 2010 Build -out Aditions w/ Improvements PM Approach Delay 3: Senseny Rd & Greenwood Rd 34.6 32.8 6/21/2007 23.8 - 35.0 Approach LOS I`' 08 C C C ,- rani ni`�' .'r .'.'2- Y «r..g F4 :. FRR� CIRI !" IAIRT >-"-. WRR = : ° a7NRl `ti NRT ,'NRR "i' < <,CRI�"`„i CRT"'x RZW Approach Delay V ml o2 34.6 32.8 23.8 - 35.0 Approach LOS I`' 08 C C C C Queue Length 50th (ft) 142 366 17 85 339 25 54 146 0 114 98 31 Queue Length 95th (ft) #317 528 46 #232 #491 62 105 228 68 #249 162 129 Internal Link Dist (ft) 456 320 220 438 Turn Bay Length (ft) 150 100 90 100 100 150 250 150 Base Capacity(vph) 420 857 752 350 782 703 258 447 622 193 447 655 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.91 0.81 0.13 0.85 0.80 0.19 0.39 0.58 0.51 0.94 0.40 0.65 Area Type: Other Cycle Length: 100 Actuated,Cycle Length: Offset: 96 (96 %), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle' 90 , Control Type: Pretimed Maximum v/c Ratio: 0.94 Intersection Signal Delay: 32.2 Intersection LOS: C Intersection Capacity Utilization 89.8% ICU Level of Service'E Analysis Period (min) 15 • # ' 95th - percentile volume exceeds capaaty, queue may . longer Queue shown Is maximum after two cycles. Splits and Phases: 3: Sensenv Rd & Greenwood Rd Synchro 7 - Report Patton Harris Rust & Associates Page 2 V ml o2 - 05 06 I`' 08 Synchro 7 - Report Patton Harris Rust & Associates Page 2 Senseny Road CVS Phar7Tfacy 2010 Build -out Aditions w/ Improvements_ PM 5: Site Dr 41 & Greenwood Rd 6/21/2007 Shared LanerTraffic (% Lane Group Flow (vph) Lane Configurations 650 0 28 543 Enter Blocked Intersection No No T Volume (vph) 9 33 576 9 25 489 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 Crosswalk Width( 0 110 Storage Lanes 1 0 0 1 Headway Factor Taper Length (ft) 25 25 , f 1 00 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.894 Area Type`. - 0.998 Fit Protected 0.989 0.950 Said. Flow (prot) 1647 0 1859 0 1770 1863 Fit Permitted 0.989 0.950 Satd. Flow (perm) 1647 0 1859 0 1770 1863 Link Speed (mph) 45 45 45 Link Distance (ft) 242 228 300 Travel Time (s) 3.7 3.5 4.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 10 37 640 10 28 543 Shared LanerTraffic (% Lane Group Flow (vph) 47 0 650 0 28 543 Enter Blocked Intersection No No No No No 'No Lane Alignment Left Right Left Right Left Left Median.Widtt(ft) _ .. _ 12 0 12 ; ? Link Offset(ft) 0 0 0 Crosswalk Width( 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1;00 1100 , f 1 00 Turning Speed (mph) 15 9 9 15 Sgn Control" . Stop Free Free y Area Type`. - Other Control Type: Unsicnalized Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period (min) 15 Allk Synchro 7 - Report Patton Harris Rust & Associates Page 1 Senseny Road CVS PharP4facy 2010 Build -out Anditions w/ Improvements_ PM 7: Senseny Rd & Site Dr #2 6/21/2007 f , °\ 1" .w.FRTt -1-� FRR NRlw = 1'�fRT..,.r:NRI -+.�a Lane Configurations T� t p Volume (vph) 1049 21 0 946 0 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.865 Flt Protected Said. Flow (prof) 1857 0 0 1863 0 1611 Flt Permitted Said. Flow (perm) 1857 0 0 1863 0 1611 Link Speed (mph) 45 45 45 Link Distance (ft) 400 404 141 Travel Time (s) 6.1 6.1 2.1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1166 23 0 1051 0 16 Shared Lane Traffic ( %) Lane Group Flow (vph) 1189 0 0 1051 0 16 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left left Left r - > Median Width(ft) 0 0 0 Link Offset(ft) , _0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn` Lane . Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 TurnugfSpeetl(mph) '15 '': 9 Sign Control Free Free Stop . IntersecUoh;Summa `' ry;.:_ tts �.— , " - A a ° .s�s�r'_� ..war_ �r��x a= ����,�— �k- �t+���; � E =+.e �4 .x Area Type: Other Control Type.' Unsignalized Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 Synchro 7 - Report Patton Harris Rust & Associates Page 1 0 Intersection: E -W: Senseny Rd Weather dry Fil Name N -5: Gree nacd Rd Count B 1JP I nput By 11P • Location Winchester,VA Count Dale 5/9/2007 15 Minute EB: Senseny Rd WB: Senseny Rd NB: Greenood Rd SB: Greenood Rd 15 Min. Penod N,S. Period Begining Left 9 hru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total E & W Beginmg 7:00 39 32 II 82 7 39 16 62 7 7 7 21 16 25 44 85 250 7:00 7:15 48 26 14 88 3 45 23 71 8 11 6 25 11 23 51 85 269 7:15 7:30 44 35 14 93 2 44 25 71 15 21 2 38 8 31 54 93 295 7:30 7:45 35 33 II 79 4 47 23 74 10 19 4 33 10 26 70 106 292 7:45 8:00 29 29 9 67 5 36 22 63 10 14 0 24 7 23 55 85 239 8:00 8:15 24 22 15 61 5 34 22 61 12 9 1 22 9 16 53 78 222 8:15 8:30 32 16 12 60 3 54 17 74 10 7 2 19 12 24 53 89 242 830 8:45 37 18 11 66 4 62 13 79 10 9 3 22 II 25 49 85 1 252 8:45 II A.M. Tmal 288 211 97 596 33 361 161 555 82 97 25 204 1 84 193 429 706 2061 A_M.Total 16:00 57 48 15 120 6 44 II 61 16 29 5 50 25 33 88 146 377 16:15 62 44 13 119 6 57 16 79 18 25 7 50 19 28 77 124 372 16:30 63 51 12 126 8 56 21 85 17 30 8 55 20 25 69 114 380 16:45 66 44 17 127 8 55 20 83 21 35 5 61 21 25 85 131 402 LITAff 17:00 79 48 16 143 9 46 16 71 20 36 4 60 17 31 77 125 399 17:15 77 49 22 148 4 53 14 71 23 51 6 80 28 25 74 127 426 17:30 63 53 23 139 5 51 17 73 16 40 9 65 25 29 74 128 405 17:45 60 47 19 126 5 58 14 77 15 27 8 50 19 29 111 159 412 �P.M11. Total 527 784 137 1048 51 420 129 600 146 273 52 471 174 225 655 1054 3173 P.M. Total I Hour EB: Senseny Rd WB: Senseny Rd NB: Greenood Rd SB: Greenood Rd I !lour Period N,S, Period Begining Left Thru Right Total Left Thm Right Total Left nor Right Total Left 'Thou Right Total C & W Begining • 166 126 50 342 16 175 87 278 40 58 19 117 45 105 219 369 1106 700 156 123 48 327 14 172 93 279 43 65 12 120 36 103 230 369 1095 7:15 730 132 119 49 300 16 161 92 269 47 63 7 117 34 96 232 362 1048 7:30 7 :45 120 100 47 267 17 171 84 272 42 49 7 98 38 89 231 358 995 7:45 8:00 122 85 47 254 17 186 74 277 42 39 6 87 39 88 210 337 955 8:00 16:00 248 187 57 492 28 212 68 308 72 119 25 216 85 111 319 515 1531 16:00 16:15 270 187 58 515 31 214 73 318 76 126 24 226 77 109 308 494 1553 I6:I5 16:30 285 192 67 544 29 210 71 310 SI 152 23 256 86 106 305 497 1607 16:30 16:45 285 194 78 557 26 205 67 298 80 162 24 266 91 110 310 511 1632 16:45 17:00 279 197 80 556 23 208 61 292 74 154 27 255 89 114 336 539 1642 17:00 1 Hour EB Senseny Rd WB: Senseny Rd NB: Greenood Rd SB: Greenood Rd 1 140-' Period N,S, Penod Begioiag Left Thru Right Total Left Thru Right Total Left Thm Right Total Left Thor Right Total E &W Begining 7:00 166 126 50 342 16 175 87 278 40 58 19 117 45 105 219 369 1106 7:00 A.M. Peak PHF = 0.92 PHF = 0.94 PHF = 0.77 PHF = 0.87 0.94 A.M. Peak 17:00 279 197 80 556 23 208 61 292 74 154 27 255 89 114 336 539 1642 17:00 P.M. Peak PHF = 0.94 PHF = 0.95 PHI - 0.30 PHF - 0.35 0.96 P.M. Peak 0 G�. a' c • Q a M o; 29 �D OC N r O m c 1 CONSULTING :. ENGINEERS N r V 6 f 1 bouth Winchester, Stewart Street Virginia 22601 Telephone (540)662 -5792 Facsimile (54))662 -5793 Email : office ®painterlewis.com N N — � ON W 1 DN ��p jD OD sp y �D 2G72D �] W O IN 2 m Z A V1 r m r O m No O D O 3D m OT7D AF Z Or�AAaJ Om ZM N A fT�l D N x O m Of O C O H O O O { A p� ? D O o X> N p V =* m V Z m m rn Z m 2 n pz rn ZV) p D o o x co r A p D V '= Y A N 2 O O m < 0 -C r CO O A Z { M N m ~ 2 { W 0 m .L.C. PROJECT: ~ ERVIN DEVELOPMENT CORP. 1932 SENSENY ROAD HISTORICAL PROP. MAP FREDERICK COUNTY, VA 11