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HomeMy WebLinkAbout13-08 Traffic Impact Analysis• • A Revised Traffic Impact Analysis of the Ervin - Senseny Road Property Located in: Frederick County, Virginia Prepared for: Painter - Lewis, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, VA 22601 Prepared by: Patton Harris Rust & Associates Eng nears. Surveyors. Planners. Landscape Architects. P 10212 Governor Lane Blvd, Suite 1007 Williamsport, Maryland 2179 T 301.223.1010 F 301.223.6831 August 26, 2008 Revised October 8, 2008 0 0 L !J OVERVIEW Report Summary Patton Harris Rust & Associates (PHR +A) has prepared this document to present the traffic impacts associated with the proposed Ervin - Senseny Road Property development to be located along the east side of Route 656 (Greenwood Road), south of Route 657 (Senseny Road) in Frederick County, Virginia. The proposed development is to include 12,900 square feet of pharmacy, 4,000 square feet of Convenience Mart with pumps and an 8,000 square foot bank. Access will provided via a right in/right out only site - driveway to be located along east side of Greenwood Road as well as via two (2) site - driveways to be located along the south side of Senseny Road: a full access driveway and a right in /right out only driveway. The proposed development will be built -out over a single transportation phase by the year 2010. Analyses are provided for existing, 2010 background and 2010 build -out year as well as 2016 "design year" traffic conditions. Figure 1 is provided to illustrate the location of the proposed Ervin - Senseny Road Property development with respect to the surrounding roadway network. Methodology The traffic impacts accompanying the Ervin - Senseny Road Property 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 Ervin - Senseny Road Property development, • Distribution and assignment of the Ervin - Senseny Road Property development - generated trips onto the completed roadway network, • Analysis of capacity and level of service using the latest version of Synchro 7 for existing and future conditions. P H A A Revised Traffic Impact Analysis of the Ervin - Senseny Road Property Project Number: 15270 -1 -0 October 8, 2008 Page t 0 No Scale o f } JJ n p� nt mI >k j Six %ord Dr u A v� Oreen a Sensen Rd ensen yRd y � G SITE M � lt'� /�;-- O �.eatl�� � F / ■ T - r \ +/ Figure 1 Vicinity Map: Ervin - Senseny Road Property, in Frederick County, VA yAl,1l P A Revised Traffic Impact Analysis of the Ervin - Senseny Road Property Project Number: 15270 -I -0 ` October 8, 2008 11 Page 2 E 0 EXISTING CONDITIONS PHR +A conducted weekday AM/PM and Saturday mid -day 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, "k" factors (the ratio of PM peak hour traffic volumes to 24 -hour traffic volumes) of 10% and I t% were utilized for Greenwood Road and Senseny Road, respectively, based upon the published Virginia Department of Transportation (VDOT) 2006 traffic count data. Figure 2 shows the existing weekday and Saturday ADT as well as weekday AM /PM peak hour and Saturday mid -day peak hour traffic volumes at key locations within the study area. Figure 3 shows the existing lane geometry and weekday AM /PM peak hour and Saturday mid -day peak hour levels of service. PHR +A has provided Table 1 to show the existing weekday AM /PM and Saturday mid -day peak hour levels of service and 95 percentile back of queue for each lane group. All traffic count data and Synchro level of service worksheets are included in the Appendix section of the report. PRA A Revised Traffic Impact Analysis of the Ervin - Senseny Road Prone ry Project Number: 15270 -t -0 October 8, 2008 Page 3 0 0 [2151(279)166 ..0 1 mey [ m% (2,i)� x/ a1 Se nsen Y Raab O W T 0 e^ K V 4 SITE sJleoral -- No Scale �Il o`I y' 1 I AM Peak Hour (PM Peak Hour) [Sat Peak Hour] Existing Traffic Conditions Figure 2 P + i A Revised Traffic Impact Analysis of the Ervin - Sensenv Road Property Project Numbcr: 15270 -1 -0 October 8, 2008 Page 4 0 0 No Scale n I n Jti IAI(n)A Figure 3 P H A 0 'o 3 8 U 0 Signalized Intersection LOS = ii(C)161 l� c n Site Dr #1 SZ� d at t 41 8t � yt a t Oi SITE t 1 AM Peak Hour (PM Peak Hour) [Sat Peak Hour] Existing Lane Geometry and Levels of Service A Revised Traffic lnmact Analysis ofihe Ervin - Senseny Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 5 • • V Intersection Traffic Control Lane Group/ Approach AM Peak 1.05 Hour Back of Queue PNI Peak Hour Back of LOS I Queue SAT Peak Hour Back of LOS Queue Senseny Road (Rt 657) & Greenwood Road (Rt 656) Signalized EB /L A 54.0 B 144.0 A 101.0 1 EB/TR A 46.0 A 129.0 A 78.0 Ell LOS A A A WB/L B 25.0 B 27.0 B 25.0 WBIf B 99.0 B 156.0 B 151.0 WB /R A 25.0 A 27.0 A 28.0 WB LOS A B B NB /LT D 108.0 D 206.0 D 132.0 NB /R B 25.0 A 25.0 A 25.0 NB LOS D D C SB /LT D 154.0 E 198.0 D 186.0 SB /R A 62.0 A 61.0 A 54.0 SB LOS C C C Overall LOS B C B Table 1 Levels of Service and Back of Queue (95 %) Results Existing Conditions t Assomud 25 feet Vehicle Length Minimum queue length assumed to be 25 feet EB = Eastbound, WB = Westbound, NB = Nedhbouad, SB = Southbound, L: IxR, T: R: Right `u P A. L i A Revised Traffic Impact Analysis of the Ervin - Senseny Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 6 w ® 2010 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' Edition of the Institute of Transportation Engineers' (ITE) Trip Generation Report PHR +A has provided Table 2 to summarize the 2010 "other developments" trip generation. Cnde band Use Amount In AM Peak (lour Do 'Iblal In PM Peak (lour On, Into AM In SAT Peak If., Out Tend ADl' Fieldvtnuo 210 $Ingle Family Demched 63 units 13 40 54 45 25 71 630 36 31 67 682 230 T —house 207 units 24 81 105 86 49 135 L352 63 56 121 1,369 '1 o1a1 37 121 159 UI 74 206 1 99 87 188 4051 Orrick lho,s,ov 251 Elderly HOUeing. DUach 75 units 8 14 22 24 16 40 424 10 II 20 208 252 Elderly Housing - Auach IN units 4 4 8 7 4 11 348 15 15 30 251 565 Day Cam 6.000 SE 41 36 77 32 36 68 476 6 4 10 37 710 Office 25.000 SF 54 7 62 18 89 107 459 6 6 12 72 820 Retail 80,200 SF 84 53 137 2W 281 541 5,884 3% 360 750 8.04 1 881 Phaunacy wl UT 15.000 SF 23 17 40 0 66 129 1,322 59 59 118 1,322 912 Dree -in Bank 6,000 SF 41 33 74 137 137 294 1.351 113 109 222 456 932 H.T Restanina 6,00) SF 36 33 69 to 26 66 763 76 44 120 950 932 11 esmumnt 6,0M1SP 36 33 69 41 26 66 763 76 44 120 950 'Total 327 231 558 622 680 "2 11 751 651 1 1E Table 2 2010 "Other Developments" Trip Generation Summary ® Figure 4 shows the 2010 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. Figure 5 shows the corresponding 2010 background lane geometry and AM /PM peak hour and Saturday mid -day peak hour levels of service. Table 3 is provided to show 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. • P H A A Revised Traffic Impact Analysis of the Ervin - Sensenv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 7 0 0 No Scale N " V Vu � u T ilk [ .,V [3507(378)216 w=* [ f " 5 1(2� !280)136 J207 a� h '-ft 323 2)3)I X81 70(is, )f371 qqgg Aq 4)(140) f 9Y ,p N en nay y� SITE Site Dr #I a 0 K a 0 0 3 8 CJ AM Peak Hour (PM Peak Hour) [Sat Peak Hour] 9 I Figure 4 2010 Background Traffic Conditions P I Y + A Revised Traffic Impact Analysis of the Ervin - Senvenv Road Proaerty Project Number: 15270 -1 -0 October 8, 2008 Page 8 L lJ C7 No Scale Signalized n Intersection LOS= B(C))BI n [Rl(C)B �1 7 � Senser 'c a 3 u U • Signalized Intersection LOS = A(A)(A) I hi � CMI SITE ' ,r ht r "New IntersecRan" AM Peak Hour (PM Peak Hour)[Saturday Peak Hour] Figure 5 2010 Background Lane Geometry and Levels of Service P A Revised Traffic Impact Analysis of the Ervin - Sensenv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 9 0 Table 3 Levels of Service and Back of Queue (95 %) Results 2010 Background Conditions 0 Intersection Traffic Control Lane Group/ Approach Abl Peak Hour Back of 1.05 Queue PM Peak LOS Hour Back of Queue SAT Peak Hour Back of LOS Queue Senseny Road (RI 657) & Greenwood Road (RI 656) Signalized EB /L A 70.0 B 147.0 B 99.0 EB/TR B 149.0 C 317.0 B 243.0 Ell LOS A C B WBA, A 25.0 B 45.0 A 46.0 WBrf 13 98.0 B 1 181.0 P 191.0 WB/R A 25.0 A 1 25.0 A 25.0 WB LOS A B B NB /LT D TiO9.0 E 272.0 D 155.0 NB /R A 37.0 A 45.0 A 50.0 NB LOS C D C SB /LT D ISOD E 265.0 B 219.(1 SB /R A 58.0 A 65.0 A 57.0 SB LOS C C C Overall LOS B C B Senseny Road (RI 657) & Grocery Avenue Signalized BB /L A 25.0 A 47.0 A 43.0 EBff A 35.0 A 63.0 A 38.0 Ell LOS A A A WBrr B 166.0 B 171.0 B 148.0 WB /R A 25.0 A 25.0 A 25.0 WB LOS B B A SB /1. C 34.0 C 78.0 D 75.0 SB /R A 42.0 A 72.0 A 71.0 SB LOS B B B Overall LOS A A A . Assumed 25 feet Vehicle length Minimum queue length assumed to be 25 feet EB = Eastbound, WB = Westbound, NB = Northbound, SB = Southbound, I.: Left, T:Thru, R: Right P A Revised Traffic Impact Analysis of the Ervin - Senseny Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 10 0 TRIP GENERATION E PHR +A determined the number of trips entering and exiting the site using equations and rates provided in the 7 1h 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: Ervin - Senseny Read Properly Trip Generation Summary code Land Use Amount In AM Peak Hour Out 'roost In P \I Peak Hour Out Taal ADT In SAT Peak out Hour Total ADT 853 Conven. Man wNum, 6,000 SI' 91 91 182 121 121 242 3,382 116 107 222 5.796 881 Pb.armwy wl DT 12.%0SP 20 IS 34 54 57 111 1,137 51 51 101 1.137 912 Drive in Bank 8,000 SF 55 43 99 183 183 366 1,716 151 145 297 629 Sub Total 166 149 315 359 361 720 6,235 318 303 620 7560 40% Pass by (Cade 853) 36 36 53 48 48 97 1,353 44 41 89 2,318 'rout "New Trips" 130 113 112 1 310 312 623 4,882 273 258 531 5,243 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 Ervin- Senseny Road Property development trips (Table 4) throughout the study area roadway network. Figure 7 shows the development - generated AM /PM peak hour and Saturday mid -day peak hour trips and ADT assignments. Figure 7a is provided to illustrate the pass -by trip reduction. 2010 BUILD -OUT CONDITIONS LJ The Ervin- Senseny Road Property assigned trips (Figure 7) were added to the 2010 background traffic volumes (Figure 4) to obtain 2010 build -out conditions. Figure S shows the 2010 build -out 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 network. Figure 9 shows the respective 2010 build -out lane geometry and weekday AM /PM peak hour and Saturday mid -day 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. P A Revived Trafre Impact Analysis of the Ervin - Senseny Road Property Project Number: 15270 -1 -0 October 8, 2008 Page I I 0 0 E • No Scale C� 0 Figure 6 Trip Distribution Percentages P A Revised Traffic Impact Analysis of the Ervin - SensenV Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 12 0 0 • • No Scale is AM Peak Hour (PM Peak Hour) [Sat Peak Hour] Negative trips denote pass -by trips Figure 7 Development- Generated Trip Assignments P A Revised Traffic Impact Analysis of the Ervin - Sen.senv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 13 11 0 • 0 0 No Scale !I! AM Peak Hour (PM Peak Hour) [Sat Peak Hour] Figure 7a Pass -by Trips P A Revised Traffic Impact Analysis of the Ervin - Sen.senv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 14 u P 1 of [ 55 v� ( No Scale 18 � Jt� 4 A e A Figure 8 2010 Build -out Traffic Conditions P R+A 0 AM Peak Hour (PM Peak Hour) [Sat Peak Hour] A Revised Traffic Impact Analysis of the Ervin - Sensenv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 15 y c^ �l11 177 (!1571110 c M 81085 69, r S` �bnY R13 d 471(750)16977 N e f[SO11O.iJG� N 7n S U1 ^ 2 mom b 7280 zs30 SITE H 32(83)[691 Site Dr # 1 9 1149 AM Peak Hour (PM Peak Hour) [Sat Peak Hour] A Revised Traffic Impact Analysis of the Ervin - Sensenv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 15 0 0 No Scale Signalized Intersection LOS = R(C)[Cl "SUgge.1,d haprovemems" Nit - 1 LeM 4 10 /a/ Icl[o)e 1 N Unsignalized Intersecllon Right In/Right Out only Idl(AJ,1� ti "New Inleexclion'" Signalized Y Intersection LOS = R(R)IRI 1 S U 1r Bl glk/ II v U "New Intersection" AM Peak Hour (PM Peak Hour)[Saturday Peak Hour[ * Funding for improvements have yet to be identified • L Si,gnalized I r' I(:I(I))n SITE Unsignalized 1 %. Intersection Site Drkl Right In/Right Out only Figure 9 2010 Build -out Lane Geometry and Levels of Service A Revised Traffic Impact Analysis of the Ervin - Sensenv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 16 P HR c rL "New Inlerxcdon" N Unsignalized Intersecllon Right In/Right Out only Idl(AJ,1� ti "New Inleexclion'" Signalized Y Intersection LOS = R(R)IRI 1 S U 1r Bl glk/ II v U "New Intersection" AM Peak Hour (PM Peak Hour)[Saturday Peak Hour[ * Funding for improvements have yet to be identified • L Si,gnalized I r' I(:I(I))n SITE Unsignalized 1 %. Intersection Site Drkl Right In/Right Out only Figure 9 2010 Build -out Lane Geometry and Levels of Service A Revised Traffic Impact Analysis of the Ervin - Sensenv Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 16 P HR L I 0 E 0 Table 5 Levels of Service and Back of Queue (95 %) Results 2010 Build -out Conditions (w/ suggested improvements) Intersection Traffic Control Approac1,05 Lane Grouga / ANI Peak flour PNI Peak Hour Back of Queue SA'r Peak flour LOS Back of Queue Senseny Road (Rt 657) & Greenwood Road (Rt 656) Signalized BB(L C 231.0 13 116.0 BBrrR C 501.0 C 749A RB LOS B C C WB/L A 25.0 C 105.0 B 38.0 WBrF B 124.0 C 1 332.0 B 228.0 W B/R A 25.0 A 1 45.0 A 32.0 WB LOS A C B NB /L C 63.01 1 D 131.0 C 75.0 NB/T C 74.0 C 159.0 C 129.0 NB /R A 34.0 A 43.0 A 46.0 NB LOS C C B SB /LT D 175.0 1, 359.0 D 315.0 SB /R A 54.0 A 109.0 A I 52.0 SB LOS C C C Overall LOS B C C Greenwood Road (Rt 656) & Sitc- DrrveN1 Unsignalieed (Righlln/Out Onl W B/R - - - - - - NBrFR - - - - - SBrr Senseny Road (Rt 657) & Site-Drive #2 Unsignalized (Right In/Out Only) LBfr 13B/R - - - - - WB/r - - - - - NB /R Senseny Road (RI 657) & Site -Drive #3 /Grocery Avenue Signalized 8B /L A 31.0 A 65.0 A 83.0 BB/T A 45.0 A IOLO A 83.0 RB /R A 25.0 A 25.0 A 25.0 F,B LOS A A A WB /L B 38.0 C 103.0 B 65.0 WBfr B 183.0 C 230.0 B 167.0 W B/R A 25.0 A 28.0 A 25.0 WB LOS B C B NB /L C 72.0 C 150.0 D 174.0 NBrrR A 25.0 A 25.0 A 25.0 NI3 Lus C C C SB /LT C 35.0 C 72.0 C 73.0 SB /R A 42.0 A 63.0 A 1 66.0 Sf3 LOS B B B Overall LOS B B B ' Assumed 25 feet Vehicle Length Minimum queue length as9unad to he 25 feet BB = Fast bound, W R = Westbnund, NB = Nonhbaund, SB = Southbound, L: Left, T:Thru, R: Right P H A A Revised Traffic hnnact Analvsi.s of the ErvinA Revised Traffic of - Senseny Road PropertvRoad Propertv Project Number: 15270 -1 -0 October 8, 2008 Page 17 • C� CONCLUSION • Based upon Synchro analysis results, assuming the suggested improvements, all the study area intersections of the proposed Ervin — Senseny Road Property development will maintain acceptable level of service "C" or better during 2010 build -out conditions. The intersection of Greenwood Road (Route 656) /Senseny Road (Route 657) will require a northbound left -turn lane in order to maintain acceptable level of service "C ". The following reiterates the improvements recommended for the intersection of Greenwood Road (Route 656) /Senseny Road (Route 657): • Greenwood Road (Route 656) /Senseny Road(Route 657): In order to achieve level of service "C" during 2010 build -out conditions, this intersection will require a northbound left -turn lane. NOTE Funding source for the northbound left -turn lane have yet to be identified. The applicant will work with VDOT /County to accommodate pedestrian and bicycle facilities adjacent to the site. P IJ S tL t A Revised Traffic Impact Analysis of the Ervin - Senseny Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 18 0 0 2016 "DESIGN YEAR" ANALYSES 2016 BACKGROUND CONDITIONS background developments. To obtain 2016 base conditions, PHR +A applied an annual growth rate of 1.0% (compounded) to the existing traffic volumes through year 2016. Additionally, all trips relating to specific future "other developments" located within the vicinity of the proposed development were included. Using the 71h Edition of Institute of Transportation Engineers' (ITE) Trip Generation Report PHR +A has provided Table 6 to summarize the 2016 Table 6 2016 "Other Developments" 'trip Generation Summary • P A Revised Traffic Impact Analysis of the Ervin - Sens'env Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 19 \>I Peak Hour P31 Peak flour SAT Peak ]lour Cade hand Use Amount In Out 'r.,.l In Out Total ADT In Out Total • \DT Hauher Properly 210 Singl,-Nondy Delached 65 onis 14 41 55 46 27 73 650 37 32 69 702 'roll 14 41 e-5 4 27 73 650 37 32 69 702 Hildsmne 210 Single-family Detached 63 units 13 40 54 t5 25 71 630 36 31 67 682 230 '1'a—house 207 unit, 24 81 105 tl6 49 135 1,352 63 56 121 1.369 Toml 37 121 159 131 74 206 1982 99 87 188 2 I.amhert\Vard Property 210 Single - Family Detached 145 units 28 83 III 94 55 150 1,450 76 M 140 1.492 230 Townhouse /COVdu IQ on,,, 16 54 71 58 33 91 912 43 38 82 923 Total 44 137 182 152 M MI 2 1 119 102 222 2.415 Abrams Painle 210 Single Funnily Drached 225 units 42 125 167 130 82 222 2,250 114 97 211 2.256 'Tend 42 125 167 140 82 222 2,250 114 97 2I I 2 BearwmM III 210 Su&- Family Denglieci 69 units 14 43 58 48 28 77 690 39 33 72 743 Totl 14 43 58 48 28 77 690 39 33 72 743 Slise OtHer Development along Churning Drive* 210 Single-family Detached 870 units 155 4M 618 473 278 751 8,700 424 361 785 8,042 230 Tnwnhnt,r/Condo 130 units 15 50 66 54 31 85 847 40 35 76 857 820 Retail 120,000 SF ID! 68 175 339 367 706 7,645 507 468 974 10.361 'ro1al 276 592 859 866 676 1 2 17,192 %1 864 IBM 19 Orrick Property 251 Fldoly Han,ng - reach 75 oniv 8 14 22 24 16 40 404 10 II 20 208 252 F.Wily Hnorin8 -Poach IW unit 4 4 tl 4 11 348 15 15 30 251 565 Daycare 6," SF 41 36 77 32 36 68 476 6 4 10 37 710 Office 25," SF 54 7 62 13 89 107 459 6 6 12 72 820 Reail 80.200 S1' 84 53 137 2a3 281 541 5.884 390 3611 750 8,041 881 Tharmncy wl or I5,00051: 23 O 40 63 M 129 1.322 59 59 118 1,322 912 Dlive- in Bank 6." SF 41 33 74 137 137 274 1,351 113 109 222 456 932 H -T Rcauurant 6.000 SF 36 33 69 M M 66 763 76 4J 120 950 932 H -T Resin uram 6.000 SP 36 33 � 69 Q 26 66 763 76 44 120 950 'Total 327 231 $58 622 680 1 11 1 751 651 1403 12 P A Revised Traffic Impact Analysis of the Ervin - Sens'env Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 19 0 0 1 u • TRIP GENERATION The trip generation associated with the proposed Ervin — Senseny Road Property remains consistent with Table 4 of the "2010 Trip Generation" (Page 11). TRIP DISTRIBUTION AND TRIP ASSIGNMENT The distribution of trips and the corresponding development - generated weekday AM /PM peak hour trips and ADT as well as Saturday mid -day peak hour trips and ADT remain consistent with Figure 6 (Page 12), Figure 7 (Page 13) and Figure 7a (Page 14), respectively, of 2010 build -out traffic conditions. 2016 DESIGN YEAR CONDITIONS The Ervin — Senseny Road Property assigned trips (Figure 7) were added to the 2016 background traffic volumes to obtain 2016 design year conditions. Figure 10 shows the 2016 design year weekday and Saturday ADT as well as the weekday AM /PM peak hour and Saturday mid -day peak hour traffic volumes at key locations within the study area. Figure 11 shows the respective 2016 design year weekday AM /PM peak hour and Saturday mid -day peak hour levels of service and lane geometry. PHR +A has provided Table 7 to show the 2016 design year weekday AM /PM and Saturday mid -day peak hour levels of service and 95 percentile back of queue for each lane group. All Synchro level of service worksheets are included in the Appendix section of this report. P H A A Revised Traffic Impact Analysis of the En - Senseny Road Property Project Number: 15270 -1 -0 October 8, 2008 Page 20 No Scale N r Y n oTw � P i � A 12801( 361)199 OP 1 1361(87)55 4S�S2 �11N4/ 179 (2g� / 2� / 1 V P N i N P I �s- � i i a q b 4�V r 2S to 9 r E Figure 10 IJ SITE X32(83)[691 2016 Design Year Traffic Conditions l IJ L tL i JL AM Peak Hour (PM Peak Hour) fSat Peak Hour] A Revised Traffic Impact Analysis of the Ervin - Senseny Road Property Project Number: 15270 -1-0 October 8, 2008 Page 21 0 0 n �J No Scale Signalized 'Saggermd Intersection Improvements' LOS = R(C)[C] BB - 1 Thru+ N'B - 1 Thru' NB - 1 ],ell• � SB - I Len• m C lC /(Abt 0 /q /CJ ICI(D 6 9 Signalized '^ Intersection' LOS = C(F)[F] n � 8(FI(FJ th7(F)C� �r n Internalized Intersection Right WRighl Out only * 1 P a 0 c' a! Inlerrectlan" U I r 1<,,+J Figure 11 P H A 2016 Design Year Lane Geometry and Levels of Service Unsignalized ,. Road Intersection Signalized Right In/Right Out only m v Intersection Q LOS = R(C)[C] � t J � C lC /(Abt SITE y si U Inlerseclion" "New Glerseelion" AM Peak Hour (PM Peak Hour)[Saturday Peak Hour] * Funding for improvements have yet to be identified A Revised Traffic /rnnact Analysis of the Ervin - Sensenv Road Pranerty Project Number 15270 -1 -0 October 8, 2008 Page 22 0 0 r� I 'fable 7 Levels of Service and Back of Queue (95 %) Results 2016 Design Year Conditions (w/ suggested improvements) Intersection 'Traffic Control Lane Group/ Approach ANI Peak LOS Hour Back o! Queue PIN Pcak Hour Back of LOS Queue SAT Peak Hour Back of LOS Queue Senseny Road (Rt 657) & Greenwood Road (R(656) Signalized GB /L B 113.0 D 352.0 C 188.0 LB/T C 133.0 D 354.0 D 323.0 EBrrR EB LOS C 1) C WB/L B 86.0 E 309.0 D 256.0 WBIT -Lane 1 C 197.0 C 265.0 C 274.0 W B/T-Lane 2 WB /R A 69.0 A 27.0 A 25.0 WB LOS B C C NB/L C 69.0 1 D 1 152.0 D 93.0 NB/T C 94.0 D 279.0 D 225.0 NB /R A 45.0 A 1 73.0 A 79.0 NB LOS B C C SB/L C 95.0 P 319.0 D 217.0 SB/T C 120.0 C 144.0 C 166.0 SB /R A 53.0 A 120.0 A 57,0 SB LOS B C C Overall LOS B C C Greenwood Road (Rt 656) & Site-Drive #1 Unsignalized (Right In/Out Onl W B/R - - - - - - NB/TR - - - - - - SB/f Senseny Road (Rt 657) & Site- Drive #2 Unsignalued (Ri Out O O nl y) LBIT EB /R - - - - - - n , WB - _ - - - - NB /R Senseny Road (R( 657) & Site -Drive #3 /Grocery Avenue Signalized EB /L A 31.0 B 94.0 E 315.0 1,B/'r A 76.0 B 192.0 B 243.0 IiB /R A 25.0 A 25.0 A 25.0 EB LOS A It C WB /L A 1 30.0 P 197.0 D 141.0 WB/T B 366.0 C 539.0 C o W B/R A 25.0 A 34A A 39.0 W B LOS B C C NB /L D 77.0 D 195.0 D 150.0 NB/FR A 25.0 A 1 25.0 A 1 25.0 NR LOS C D C SB /LT D 37.0 D 88.0 D 82.0 SB /R B 45.0 A 74.0 A 81.0 Si I.OS B B B Overall LOS B C C Assumed 25 feet Vehicle Length Minimum queue length assumed to he 25 feet EB = F,aslhound, Wit = Weellwmnd, NB = Nmthbound, SB = Southbound, L: Left, T:Thm, R: Right • P H A A Revised Traffc Impact Analysis of the Ervin - Senseny Road Pronerry Project Number: 15270 -1 -0 October 8, 2008 Page 23 E 11 E 2016 "DESIGN YEAR" CONCLUSION Based upon Synchro analysis results, assuming the suggested improvements, all the study area intersections of the proposed Ervin — Senseny Road Property development will maintain acceptable level of service "C" or better during 2016 design year traffic conditions. The intersection of Greenwood Road (Route 656) /Senseny Road (Route 657) will require an eastbound through lane, a westbound through lane, a northbound left -turn lane and a southbound left -turn lane in order to maintain acceptable level of service "C ". The following reiterates the improvements recommended for the intersection of Greenwood Road (Route 656) /Senseny Road (Route 657): Greenwood Road (Route 656) /Senseny Road(Route 657): In order to achieve level of service "C" during 2016 design year traffic conditions, this intersection will require an eastbound through lane, a westbound through lane, a northbound left -turn lane and a southbound left -turn lane. NOTE Funding source for the aforementioned improvements have yet to be identified. P H A A Revised Tragic Impact Analysis of the Ervin - Senseny Road Pronern Project Number: 15270 -1 -0 October 8, 2008 Page 24 • C l 0 0 1 1 , 1 1 I I 1 1 � 1 / I � 1 / T / � r til r/ ti o r r 1 a Y� Y z JC it 0 l l � r1! II ¢ PAIN 1 ER-LE I!, If'.p..V. PROJECT: T .. 817 Cedor Creek Grade, Suite 1 0 DEVELOPMENT CONCEPT Winchester, Wginia 22601 ERVIN DEVELOPMENT CORP. v 0`5 Telephone (540)662 -5792 GREENWOOD & SENSENY o o o _ CONSULTING Facsimile (540)662 -5793 ENGINEERS Emai{'. oiticeOp6Me,l.wi.,om 0 0 Ervin - Senseny Road Property Existing Conditions AM 3: Senseny Rd & Greenwood Rd 10(8(2008 ® --6 --* --t 4 4 --- 4�- 4N t I b Lanes Frt 0.957 1.00 0.850 1 .00 0.850 _ _ 0.85_0 Flt Protected 0.950 0.950 _ 1_00 0.980 15 (1.985 9 15 Satd. Flow (prot) 1770 1783 0 1770 1863 1583 0 1825 1583 0 1835 1583 Flt Permitted 0.567 0.634 1 0.686 1 0.860 2 Said. Flow (perm)____ 10 56 1783 0 1181 1863 1583 0 1278 1583 0 1602 1583 Right Turn on Red Ri Yes Yes Ri Yes Thru Yes 45 45 45 8. Adj. Flow ( vph) 184 140 56 18 194 97 44 64 2 1 50 117 243 Shared Lane Traffic N I Lane Grouo Flow (voh) 184 196 0 18 194 97 0 108 21 0 167 243 ® Lane Ali Left Left Ri Left Left Ri Left Left Righ Left Median Width 12 12 0 1 i„o- rxr�orrffl n n n Two way Left Turn Lane Headway 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 Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 _ 1 Detector Template Left Thru Left Thru Ri Left Thru Ri Left Thru Right Leadin Detector (tt) 20 100 20 _ 100 20 20 100 20 20 100 _ 20 Trailinq Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 20 20 6 20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 94 94 Synchro 7 - Report Patton Harris Rust & Associates Page 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 6 6 6 8 8 8 4 4 4 0 0 • Ervin - Senseny Road Property Existing Conditions _AM 3: Senseny Rd & Greenwood Rd 10/8/2008 7 4 �- �N tlb ti d r M Total Solit (s) 20.0 68.0 0.0 48.0 48.0 48.0 22.0 22.0 22.0 22.0 22.0 22.0 14.0 62.0 42.0 42.0 42.0 16.0 16.0 2.0 2.0 2.0 2.0 2.0 2.0 Total Lost Time Lead -La Op timize? Yes Yes Yes Yes Vehicle Extension O 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C -Max C -Max C -Max C -Max None None None None None None 0.15 0.15 0.15 i115 Control Dela 5.1 3.6 11.0 11.6 2.9 46.6 13.9 51. 9. 6 Queue Dela 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Dela 5.1 3.6 11.0 11.6 2.9 46.6 13.9 51.4 LOS A A B B A D _ B D _9.6 A Ap proach Dela 4.3 8.8 41.3 26.6 App roach LOS A A D _ _ C Queue Len gth 50th (ft IS 29 23 4 53 0 57 0 90 0 Queue Len gth 95th (ft) Internal Link Dist (ft) 54 46 456 16 99 320 23 108 220 20 154 438 62 Base Ca pacity (yph) 868 1292 _6_5 1033 921 227 29 Starvation Ca Reductn 0 0 0 0 0 0 0_ Spillback Cap Reductn 0 0 0 0 0 0 0 0.15 0.03 0.19 0.11 0.48 0.07 0 0 0 0 - -- 0 --0 0.59 0.51 Intersection Summary Area Tyne: Other Natural C 40 Control T Actuated - Coordinated Maximum v/c Ratio: 0.70 _ Intersection Si gnal Delay 16.8 Intersection LOS: B 1 Intersection Ca pacity Utilization 48.1% ICU Level of Service A Analy Per od (min) 15 Synchro 7 - Report Patton Harris Rust & Associates Page 2 f� 0 0 Ervin - Senseny Road Property Existing Conditions _AM 3: Senseny Rd & Greenwood Rd 101812008 Splits and Phases: 3: Senseny Rd & Greenwood Rd o2 ° a° 0a 68�s _ it ;.:.- er wLae €?` ■22s _ " 10 .1 05 ff m6 Q Qq> 08 20 22«s 7W- i ® Synchro7- Report Patton Harris Rust & Associates Page 3 11 0 • Ervin - Senseny Road Property Existing Conditions _PM 3: Senseny Rd & Greenwood Rd 1 Flt Protected 0.950 26 231 66 0.950 0 226 373 Enter Blocked Intersection 0.984 No No No 0.979 Said. Flow (prot) 1770 1783 0 1770 1863 1583 0 1833 1583 _ 0 1824 1583 Flt Permitted 0.512 Link Offset(ft) 0.573 0 0 0.667 0.568 Said. Flow (perm) 954 1783 0 1067 1863 1583 0 1242 1583 0 _ 1058 1 583 Rig Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 36 J 68 30 ' 37 Link Speed (mph) 45 45 45 45 Link Distance (R) 536 _ 400 300 _ 518 — Travel Time (s) 8.1 6.1 4.5 7.8 Lane Grou Flow (vph) 310 308 0 26 231 66 0 253 30 0 226 373 Enter Blocked Intersection No No No No No No No No No No No No Lane Alig Left Left Ri Left Left Ri Left Left Ri ght Left Left Ri ght Median Width 12 _ 12 0 0 _] Link Offset(ft) 0 0 0 0 Detector 1 Position 0 0 0 Detector 1 Size(ft) 20 6 20 Detector 1 0 0 0 _0 0 6 20 �20 6 20 Detector 2 Position 94 94 94 94 Detector 2 Size 6 6 6 6 Detector 2 Type CI +Ex CI +Ex CI +Ex CI +Ex Protected Phases 5 2 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 6 6 6 8 8 8 4 4 4 ® Synchro7- Report Patton Harris Rust & Associates Page 1 Lane Ulil. 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 Detector Template Left Thru Left Thr Rig Left Thru Ri Left Thru Ri ght Leading Detector (ft) 20 100 20 _ 100 20 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 Ervin - Senseny Road Property Existing Conditions _PM 3: Senseny Rd & Greenwood Rd / 10/7/20 ® -- v V `~ � I 4 /0 d @ 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Split (s) 17.0 55.0 0.0 38.0 38.0 38.0 35.0 35.0 35.0 35.0 35.0 35.0 Maximum Green (s) 11.0 49.0 32.0 32.0 32.0 29.0 29.0 29.0 2 9.0 29.0 29.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4. 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 Total Lost Time (s) 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Yes Recall Mode None C -Max C -Max C -Max C -Max None None None No ne None Non Act Effct Green (s) 56.1 56.1 38.9 38.9 38.9 21.9 21.9 21.9 21.9 Actuated g/C Ratio 0.62 0.62 0.43 0.43 0.43 0.24 0.24 0.24 0.24 Control Delay 11.3 8.6 18.9 19.9 5.6 54.7 8.6 63.9 6.2 Total Dela 11.3 8.6 18.9 19.9 5.6 54.7 8.6 63.9 6.2 LOS B A B _ B A D A_ E A__ Ap proach Delay v 9.9 16.8 49.8 28.0 App roach LOS A B D Queue Len gth 50th (ft) ® 75 64 9 87 0 135 0 122 0 Queue Len gth 95th (ft) Internal Link Dist (ft Tul rn Ba y Length (ft) Base Capacit Starvation Ca Reductn 144 150 702 0 129 456 1125 0 27 90 461 0 156 320 805 0 27 100 723 0 206 220 400 0 19 150 530 0 -_ #198 61 438 150 341 763 0 0 S pillback Cap Reductn 0 0 0 00 0 0 _ 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.27 0.06 0.29 0.09 0.63 0.06 0.66 0.49 Intersection Summary Area Typ Other Cycle Leng 90 Actuated C ycle Leng 90 _ Offset: 0 . (L/6), Referenced to p hase 2:EBTL and 6:WBTL Start of Green Natural C 55 Control T Actuated - Coordinated Maximum v/c Ratio: 0.88 Intersection Si gnal Delay 23.3 Intersection LOS: C Synchro 7 - Report Patton Harris Rust & Associates Page 2 0 r1 L—J Ervin - Senseny Road Property Existing Conditions _PM 3: Senseny Rd & Greenwood Rd 1 0/7/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd m2 55s.. u,... 85 s ..� ■ m5 08 191 MMW ■ 38s= ■ 35 s �. °v - "�'t; ,. . , ., ■ ® Synchro7- Report Patton Hards Rust & Associates Page 3 9 0 Ervin - Senseny Road Property Existing Conditions _SAT 3: Senseny Rd & Greenwood Rd 10(7(2008 • t-- --v i- I- 4\ t a b d Lane Confi 239 163 37 T 74 34 131 + 78 153 250 *T f 4 r Volume (vph) 215 147 33 _ 14 195 67 31 118 28 70 138 225 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 90 0 100 0 20 150 0 0 150 Storag Lanes 1 0 0 1 0 1 0 Detector 1 Position 1 _. _ i 1 Lper Length (ft) 25 0 25 25 0 25 25 20 25 25 6 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 0.972 0.850 0.850 0.8 50 Flt Protected 0.950 0.950 0.990 0.983 Satd. Flow (prat) 1770 1811 0 1770 1863 1583 0 1844 1583 0 1831 1583 Flt Permitted 0.539 0.632 0.804 0.772 Satd. Flow (perm) 1004 1811 0 1177 1863 1583 0 1498 1583 0 1438 1583 Rig Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 20 74 31 250 Link Speed (mph) 45 45 45 45 Travel Time (s Adj. Flow (vph) 239 163 37 16 217 74 34 131 31 78 153 250 Shared Lane Traffic ( %)_ 15 9 Number of Detectors 1 2 1 Lane Grou Flow (v ph) Enter Blocked Intersection 239 200 0 No No No 16 217 No No 74 No 0 165 No No 31 No 0 231 No No 250 No Lane Ali Left Left Ri Left Left Ri Left Left Ri ght Left Left Ri ght Median Width ® 12 12 Ri ght 0 20 0 _] Link Offset(ft) 0 0 100 0 20 0 20 Two wav Left Turn Lane Turning Speed (mph)_ 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Tem _ Left Thru Le Thru Ri Left Thru Ri Left Thru Ri ght Leadin Detector (ft) 20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 20 6 20 20 6 20 1 Channel 0.0 U 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 94 94 Detector 2 Extend ( s) 0.0 0.0 0.0 0.0 Tut rn T pm +p Perm Perm Perm Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 6 6 6 8 8 8 4 4 4 ® Synchro 7 - Report Patton Harris Rust & Associates Page 1 Ervin - Senseny Road Property 3: Senseny Rd & Greenwood Rd 4.0 6.0 6.0 6.0 :ad La g Lag Existing Conditions SAT 10/7(2008 'es Yes Yes Yes 3.0 3.0 3.0 4 3.0 \ O . C -Max C -Max C -Max L ane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Switch Phase 0 0 0 0 0 0 _ 0 _0 Reduced vlc Ratio 0.31 Minimum Initial (s) 6.0 6.0 Minimum S plit (s) 12.0 12.0 0.03 6 .0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 Total Split (s) 20.0 56.0 0.0 36.0 36.0 36.0 34.0 34.0 34.0 34.0 34.0 34.0 Tol tal S plit ( %o) 22.2% 62.2% 0.0% 40.0% 40.0% 37.8% 37.8% 37.8% 37.8% 37.8% 37 8 ° o7 Maximum Green (s) 14.0 50.0 30.0 _4 0.0% 30.0 30.0 28.0 28.0 28.0 28.0 28.0 28.0 All -Red Time (s Lost Time Ad u! Total Lost Time Recall Ratio ® Queue Len 5C Queue Len 95 Internal Link Dist 6.0 6.0 4.0 6.0 6.0 6.0 :ad La g Lag Lag 'es Yes Yes Yes 3.0 3.0 3.0 3.0 3.0 me C -Max C -Max C -Max C -Max 8.4 6.7 17.4 17.7 5.4 0.0 0.0 0.0 -- 0.0 8.4 6.7 17.4 _ 0.0 1 5.4 A A B B A S pillback Cap Reductn 7.6 0 14.7 0 4A 4A 4.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Jone None None None None 18.9 18.9 _ 18.9 18 0.21 0.21 T 0.21 0.21 36.5 9.4 49.2 6. 7 D A _ A 32.2 _ 27.1 -- -- C _ ^ C 0 84 0 125 0 Base Capaci (vph) 781 1196 554 877 784 466 514 447 665 Starvation Ca Reductn 0 0 0 0 0 0 0 0 �_ �_ _0 S pillback Cap Reductn 0 0 0 0 0 0 0 0 0 S tora ge Cap Reductn 0 0 0 0 0 0 0 _ 0 _0 Reduced vlc Ratio 0.31 0.17 0.03 0.25 0.09 0.35 0.06 0.52 0.38 Intersection Summary ® Synchro 7 - Report Patton Harris Rust & Associates Page 2 0 r 1 LJ 1] Ervin - Senseny Road Property Existing Conditions 3: Senseny Rd & Greenwood Rd 1 01 7 1 20 08 Splits and Phases: 3: Senseny Rd & Greenwood Rd mz m4 m5 6 m6 Q ''Ti mB -20MINEEMMI 181347" "W :T; @�..Y ," .::; ■ Synchro 7 - Report Patton Harris Rust & Associates Page 3 • Ervin - Senseny Road Property 2010 Background Conditions _AM 3: Senseny Rd & Greenwood Rd 10(7(2008 Lane Ideal Flow ( vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (it) 150 Detector Tem plate 0 90 Left 100 0 150 _ 0 15 0 Storag Lanes 1 0 1 1 0 1 0 1 Lper Length (ft) 25 25 25 25 2 25 25 Lane Util. Factor 1.00 1.00 1.00 _25 1.00 1.00 1.00 1.00 1.00 1.0 1.00 _ 1.00 1.00 Fri 0.971 0.85 0.850 0.850 Fit Protected 0.950 0.950 � 0.981 0.986 Satd. Flow (prat) 1770 1809 0 1770 1863 1583 0 1827 1583 0 1837 1583 Flt Permitted 0.517 0 .578 0.683 0.861 Satd. Flow (perm) 963 1809 0 1077 1863 1583 0 1272 1583 0 1604 1583 Right Turn on Red Yes Yes Yes Yes 45 45 90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 58 78 289 100 46 73 91 51 126 253 11 Headway Factor 1.00 1.00 1.00 1.00 1.0 _ 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 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 `Left Detector Tem plate Left Thru Left Thru Ri Left Thru Ri Thru Right Detector (ft) 20 100 20 100 20 20 100 20 20 100 20 Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 11 Positio 0 0 _ 0 0 0 0 0 0 0 o _ 1 Size(ft) 20 6 20 6 20 20 6 20 20 6 20 Synchro 7 - Report Patton Harris Rust & Associates Page 1 Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Tut rn T pm +p pm +p Perm Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 0 0 Ervin - Senseny Road Property 2010 Background Conditions _AM 3: Senseny Rd & Greenwood Rd 101712008 Total Split (s) 18.0 50.0 0.0 12.0 44.0 44.0 28.0 28.0 28.0 28.0 28.0 28.0 Maximum Green (s) 12.0 44.0 6.0 38.0 38.0 22.0 22.0 22.0 22.0 22.0 22 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 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 .4 11.2 5.4 10.4 1.4 43.3 8.6 45.9 .4 .0 0 .0 0.0 0.0 0.0 0.0 V 0.0 . 8 0 .0 0.0 .4 11.2 5.4 10.4 1.4 43.3 ____ 8.6 __ 45.9 8.4 A B A B D A D _ A 9.3 90 7.6 _ 100 28.3 - -- - 23.9 150 Queue Len gth 50th (ft) 32 77 12 55 0 63 0 95 0 is Queue Len gth 95th ([t) 70 149 23 98 8 109 37 58 Internal Link Dist (ft) 456 320 220 43 8 Tut rn Ba y Length (ft) 150 90 _ _ 100 150 _ v _ 150 Base Ca pacity (vph) 776 1067 700 989 887 311 456 392 57 8 Starvation Ca aeductn 0 0 0 0 0 0 0 - 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.28 0.11 0.29 0.11 0.38 0.20 0.45 0.44 Intersection Summary ® Synchro 7 - Report Patton Harris Rust &Associates Page 2 Recall Mo de None C -Max None C -Max C -Max None None None No ne None None Act Effct Green (s) 60.5 52.7 54.3 47.8 47.8 15.1 15 _ 15.1 _ 15.1 Actuated q1C Ratio 0.67 0.59 0.60 0.53 0.53 0.17 0.17 0.17 0.17 In tersecti on Capacity Utilization 53.5% ICU Level of Service A _ Analy Period (min) 15 0 0 �J Ervin - Senseny Road Property 2010 Background Conditions _AM 3: Senseny Rd & Greenwood Rd 10/7/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd ® m1 ,4 o2 e b o4 ,12,'s ■ 50.8 �` ,: s: "` -.. "' ! 28 E. o5 4� o6 qt> 08 18 '4'4 N 28.s �'�*'.�,..:*..`„ .; 1 ■ ® Synchro 7 - Report Patton Harris Rust & Associates Page 3 0 0 Ervin - Senseny Road Property 2010 Background Conditions _AM 8: Senseny Rd & Grocery Avenue 10/7/2008, Factor 1.00 1.00 1.00 1.00 1.00 Flt Protected 0.950 0.950 Satd. Flow (prof) 1770 1863 1863 1583 1770 1583 Flt Permitted 0.505 0.950 Satd, Flow (perm) 941 1863 1863 1583 17 1583 _ J� Lane Alignment Left Left Left Ri Left Ri Median Width @)_ 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width 16 16 16__ _ 94 Detector 2 Type CI +Ex CI +Ex Detector 2 Channel Detector 2 Extend (sl 0.0 0.0 Detector Phase 5 2 6 6 4 4 ® Synchro 7 - Report Patton Harris Rust & Associates Page 4 Ideal Flow (vphpl 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 _ 100 0 0 Storage Lanes 1 1 1 1 Lane Group Flow (vph) 152 230 359 37 26 108 Detector 1 Position 0 0 0 0 0 0 Detector 1 SN ft) 20 6 6 20 20 20 _ Detector 1 T ype_ CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 • • Ervin - Senseny Road Property 2010 Background Conditions _AM 8: Senseny Rd & Grocery Avenue 10/7/2008 ® 'A __ t \,, Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 Minimum S plit (s) 12.0 12.0 12.0 12.0 12.0 12.0 ] Total Split (s) 12.0 67.0 55.0 55.0 23.0 23.0 .r 17.0 All -Red Time (s) 2.0 2.0 Yes Act Effct Green (s) 61.0 61.0 49.0 49.0 17.0 17.0 Actuated g/C Ratio 0.68 0.68 0.54 0.54 0.19 0.19 v/c Ratio 0.22 0.18 0.35 0.04 0.08 0.28 Control Delay 4.4 3.9 12.8 3.5 30.9 8.6 LOS A A B A C A Ap proach Dela 4.1 11.9 13.0 _ App roach LOS A B B J� Queue Len gth 50th (ft) 14 21 108 0 12 0 is Queue Len gth 95th (ft) 25 35 166 13 34 42 Internal Link Dist (ft) 320 266 215 387 S pillback Cap Reducin 0 0 0 0 0 0 Storage Cap Reducin 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.18 0.35 0.04 0.08 0.28 Intersection Summary Area Ty pe: Other Cycle Leng 90 _ Actuated C ycle Length: 90 Offset: 0 (0 %), Referenced to p hase 2:EBTL and 6:WBT Start of Green Natural C 40 _ Co ntrol T Actuated - Coordinated �) Maximum v/c Ratio: 0.35 Intersection Ca pacity Utilization 44.6% ICU Level of Service A Analy Period (min) 15 Synchro 7- Report Patton Harris Rust & Associates Page 5 0 0 0 Ervin - Senseny Road Property 2010 Background Conditions _AM 8: Senseny Rd & Grocery Avenue 10/7/200 Splits and Phases: 8: Senseny Rd & Grocery Avenue O> o2 �' 04 06 05 55 ate•$ '3" ■ 12 s ■ ® Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 • 0 0 Ervin - Senseny Road Property 2010 Background Conditions _PM 3: Senseny Rd & Greenwood Rd 10/712008 -, ;ll, ! 4-- 4- *\ T d Lane V, olur Ideal 1900 1900 1900 1900 1900 1900 1900 1900 1900 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 0.973 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.985 0.980 Flt Rig Turn on Red Yes Yes Yes Yes Satd. Flow (RTORJ 16 56 170 392 Link Speed (mph) 45 45 45 45 Link Distance (ft) 536 400 300 A � 518 Travel Time (s) 8.1 6.1 4.5 7.8 Adj. Flow (vph) 327 420 91 171 436 70 84 190 170 102 146 Shared Lane Traffic (%) 15 9 1 9 15 9 15 9 Lane Grou Flow (vph) 327 511 0 171 436 70 0 274 170 0 248 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 Link Offset(ft) 0 0 Two way Left Turn Lane Headwa Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_ Turning Speed (mph) 15 9 1 9 15 9 15 9 Number of Detectors 1 2 1 _ 2 1 1 2 1 1 2 1 Detector Tem late Left Thru Left Thru Ri Left Thru Ri Left Thru Ri ght Leading Detector (ft)_ 20 100 20 1 00 20 . 20 100 20 2 0 100 20 Trailing Detector ( ft) 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 20 6 20 20 6 20 ® Synchro 7 - Report Patton Harris Rust & Associates Page 1 Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 E • 0 Ervin - Senseny Road Property 2010 Background Conditions _PM 3: Senseny Rd & Greenwood Rd r ® 4 1 017/2 008 -� --P • °- ` °% I �° j d Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Split (s) 14.0 46.0 0.0 12.0 44.0 44.0 32.0 32.0 32.0 32.0 32.0 32.0 Tol tat S pilt (ON 15.6% 51.1% 0.0% 13.3% 48.9% 48.9% 35.6% 35.6% 35.6% 35.6% 35.6% 35.6% Maximum Green (s) 8.0 40.0 6.0 38.0 38.0 26.0 26.0 26.0 26.0 26.0 26.0 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 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 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead -La O ptimize? Yes Yes Yes Yes Yes 220 438 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 _ 3.0 Recall Mode None C -Max None C -Max C-Max None None None None None Act Eftct Green (s)� 51.1 42.1 46.2 39.7 39.7 23.4 23.4 23.4 Actuated q/C Ratio 0.57 0.47 0.51 0.44 0.44 0.26 0.26 0.26 18.9 21.4 10.1 16,1 3.3 60.1 5.8 71.8 B C B B A E A _ _ E 20.4 13.2 39.3 31.6 • • Queue Length 50th (ft) 89 210 33 114 2 143 0 131 0 Internal Link Dist (ft) 456 320 220 438 Tul rn Ba y Length (ft) 150 90 100 150 150 Base Ca pacity (vph) 488 856 415 822 730 348 578 299 736 Starvation Ca Reductn 0 0 0 0 0 0 0 _ 0 0 S pillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 _ 0 0 0 0 0 ` 0 _0 Reduced v/c Ratio 0.67 0.60 0.41 0.53 0.10 0.79 0.29 0.83 0.53 Intersection Summary Synchro 7 - Report Patton Harris Rust & Associates Page 2 • • Ervin - Senseny Road Property 2010 Background Conditions _PM 3: Senseny Rd & Greenwood Rd 1017/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd m1 9 "� m2 e Y''' m4 .1=2Ts ■X46 s.- „, - 0,3a ,; *-, - + ': ° ■ 32 IT77 - � .z �:. 1 5 05 d m6 '1t 08 14 s ■ 44 ■ 32 ° s ..:� ■ • Synchro 7 - Report Patton Harris Rust & Associates Page 3 0 0 0 Ervin - Senseny Road Property 2010 Background Conditions _PM 8: Senseny Rd & Grocery Avenue 10/7/2008 � � � 4 Lane 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 _ Frt 0.850 0.850 F{t Protected 0.950 0.950 Flt Permitted 0.501 0.950 290 402 359 69 76 318 r1 I� • Lane Ali Left Left Left Ri Left Ri Median Width 12 12 12 Synchro 7 - Report Patton Harris Rust & Associates Page 4 Link Speed (mph) 45 45 45 Link Distance M 400 364 295 Travel Time (s) 6.1 5.5 4.5 Number of Detectors 1 2 2 1 1 1 Permitted Phases 2 6 4 4 Detector Phase 5 2 6 6 4 4 • 0 Ervin - Senseny Road Property 2010 Background Conditions _PM 8: Senseny Rd & Grocery Avenue 10/7/2008 ® ' --,, -4- 4, \,, d Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 54.0 Maximum Green is) 8.0 fill Lost 6.0 Vehicle Extension (s)_ 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C -Max C -Max C -Max Max Max Act Effct Green (s) 62.0 62.0 48.0 48.0 16.0 16 _ Actuated g /C Ratio 0.6 0.69 0.53 0.53 0.18 0.18 v/c Raiio 0.40 0.31 0.36 0.08 0. _ 0.59 _ Control Delay 5.2 4.1 13.5 3 .0 34,2 8.9 Queue Dela Total Dela 0.0 5.2 0.0 4.1 0.0 13.5 0.0 3.0 0.0 34.2 0.0 8.9 LOS Ap proach Dela A A 4.6 B 11.8 A _ C 13.8 A App roach LOS A B B _ 0 Internal Link 46 111 0 38 215 Sp illback Ca Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0� 0 0 _ Reduced vie Ratio 0.40 0.31 0.36 0.08 0.24 0.59 Intersection Summary Area Ty pe: Other Cycle Leng 90 0.59 Intersection Ca pacity Utilization 51.5% ICU Level of Service A Analy Period (min) 15 - m Volume for 95th percentile queue is metered by upstream signal. ® Synchro 7 - Report Patton Harris Rust & Associates Page 5 9 0 • • Ervin - Senseny Road Property 2010 Background Conditions _PM 8: Senseny Rd & Grocery Avenue 10/ 7/2008 Splits and Phases: 8: Senseny Rd & Grocery Avenue m2 68 06 , m5 54 -sY.x` ■ 1'4rs �ti.' ■ • Synchro7- Report Patton Hards Rust & Associates Page 6 lJ 0 0 Ervin - Senseny Road Property 2010 Background Conditions _SAT 3: Senseny Rd & Greenwood Rd 10 17/200 8 - --,, - - v 6 4- 4 - 4 N t b b Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 900 1900 190C 150 0 90 100 0 150 0 1 5C 1 0 1 1 0 _ 1 0 1 25 25 25 25 25 25 25 2E 0 r1 LJ 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 0.987 0.850 0.850 0.85 Flt Protected 0.950 0.950 0.990 0.984 Satd. Flow (p rot) 1770 1839 0 1770 1863 1583 0 1844 1583 0 1833 1583 Flt Permitted 0.381 0.462 0.775 _ 0.737 Said. Flow (perm) 710 1839 0 861 1863 1583 0 1444 1583 0 1373 1583 Rig Turn on Red Yes Y es Yes Y es Satd. Flow (RTQR)_ 7 60 193 _ 2 62 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 Shared Lane Traffic 252 389 38 156 414 76 36 150 193 79 171 262 Lane Group Flow (vph) 252 427 0 156 414 76 0 186 193 0 250 262 Enter Blocked Intersection No No No No No No No No No No N Na Lane Aliqnment Left Left Right Left Left Right Left Left Right Left Left Right 0 0 Two wav Left Turn Lane Detector 1 Queue ( s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Dela (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Type CI +Ex CI +Ex CI +Ex CI +Ex Synchro 7 - Report Patton Harris Rust & Associates Page 1 0 0 Ervin - Senseny Road Property 2010 Background Conditions _SAT 3: Senseny Rd & Greenwood Rd 10/7/2008 Minimum Initial [1111 6.0 .0 12.0 12.0 12.0 12.0 12.0 .0 30.0 30.0 30.0 30.0 30.0 Green 6.0 35,0 35.0 24.0 24.0 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 Total Lost Time (s) 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6 .0 Lead /Lag Lead La Lead La Lag 0.0 Lead -La O ptimize? Yes Yes Yes Yes Yes Total Delay Vehicle Ext (s) 3.0 3.0 3.0 _ 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3 .0 Recall Mode None C -Max None C -Max C -Max None None None None None None Actuated c/C Ratio 0.62 0.50 0.54 0.46 0.46 0.22 0.22 0.22 0.22 Control Dela 10.1 17.1 8.2 16.4 4.2 38.5 6.5 _ 55.9 6.6 Queue Del a y� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O Total Delay 10.1 17.1 8.2 16.4 4.2 38.5 6.5 55.9 6.6 LOS _ B B A B A D A _ E A App roach Delay 14.5 13.0 22.2 30.7 App roach LOS B B C C • Queue Len gth 50th (ft) Queue Len gth 95th (it) Internal Link Dist (ft) 54 99 156 243 456 31 46 114 191 320 3 m10 94 155 220 0 50 135 #219 438 0 _J Reductn 533 862 764 385 564 366 614 0 0 0 0 Reduced v/c Ratio 0.41 0.46 0.29 0.48 0.10 0.48 0.34 0.68 0.43 Intersection Summary Area Typ Other _ Cyae Leng 90 Actuated C ycle Length: Offset: 0 (0 %), Referenced to p hase 2:EBTL and 6:WB Start o f Green Natural C 60 Control T Actuated - Coordinated Maximum v/c Ratio: 0.83 Synchro 7 - Report Patton Harris Rust & Associates Page 2 m Volume for 95th percentile queue is metered by upstream signal. 0 0 11 Ervin - Senseny Road Property 2010 Background Conditions — SAT 3: Senseny Rd & Greenwood Rd 101712008 Splits and Phases: 3: Senseny Rd & Greenwood Rd 4"1 m o4 o5 fF .6 08 1■ T Synchro 7 - Report Patton Hands Rust & Associates Page 3 0 0 Ervin - Senseny Road Property 2010 Background Conditions _SAT 8: Senseny Rd & Grocery Avenue 10 /72008 9 �4- �. d Lane Confi I T t F I F Shared Lane Traffic N Volume Ideal Flow (vphpl) 315 1900 280 1900 308 1900 75 1900 65 1900 274 1900 350 No Storage Length (ft)__ 15 83 No 72 No 100 0 0 Left Storag Lanes 1 Left Right 1 1 1 12 Taper Length (ft) 25 _ Link Offset 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 16 Frt Headwa Factor 1.00 1.00 0.850 1.00 0.850 Flt Protected 0.950 2 2 9 1 0.950 9 1 Detector Template Satd. Flow (prot) 1770 1863 1863 158 1770 1583 20 0 Flt Permitted 0.525 20 0 _ 20 0 20 0 0.950 0 0 Satd. Flow (perm) 978 1863 1863 1583 1 1583 6 Rig Turn on Red 20 20 Yes Yes Satd. Flow (RTOR) 83 304 45 45 45 U Travel Time (s Adj. Flow (vph) 350 311 342 83 72 3 04 Shared Lane Traffic N Lane Grou Flow (vph) Enter Blocked Intersection 350 No 311 No 342 No 83 No 72 No 304 No Lane Ali Left Left Left Ri Left Right Median Width 12 12 12 _ Link Offset 0 0 0 Crosswalk Width Two way Left Turn Lane _ 16 16 _ 16 _ Headwa Factor 1.00 1.00 1.00 1.00 _ .60 - 1.00 Turning Speed (mph) Number of Detectors 15 1 2 2 9 1 15 1 9 1 Detector Template _ Left Thm Thru _ Ri ght Left Ri ght Leadin Detector (ft) Trailing Detector (ft) 20 0 100 0 100 0 20 0 _ 20 0 20 0 Detector 1 Position 0 0 0 0 0 0 Detector 1 Size(ft1 20 6 6 20 20 20 Detector T urn T pm +p Perm custom Protected Phases 5 2 6 Permitted Phases 2 6 4 4 Detector Phase 5 2 6 6 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 4 • 0.0 0.0 0.0 0.0 • Ervin - Senseny Road Property ___ App roach LOS Total Lost Time (s) _ 6.0 6.0 2010 Background Conditions _SAT 8: Senseny Rd & Grocery Avenue 6. 6.0 27 10/7/2008 Lag _ _ 0 Lead Lead Queue Len gth 95th (ft)___ 43 38 - ,_ - Lead -La Optimize? Yes _ Yes_ Yes Lane Group EBL EBT WBT WBR SBL SBR 3.0 Switch Phase 3.0 _10 _ 3.0 1 00_ Recall Mode Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 Max Minimum S plit (s)_ 12.0 12.0 12.0 12.0 12.0 12.0 51.0 Total Split (s) 12.0 69.0 57.0 5 7.0 21. 21.0 0.70 Tol tat S plit (%°)_ 13.3% 76.7% 63.3% 63.3 23.3%_ 23 _ __ Maximum Green (s) 6.0 63.0 51.0 51.0 15,0 15.0 _ 0.5 ,Yellow Time (s)_ 4.0 4.0 4.0 4.0 4_0_ 4 2 .4 All -Red Time (s) _ 2.0 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Ad just(s) 0.0 0.0 0.0 0.0 0.0 A _ ___ App roach LOS Total Lost Time (s) _ 6.0 6.0 6.0 6.0 6. 6.0 27 Lead /Lag Lag _ _ 0 Lead Lead Queue Len gth 95th (ft)___ 43 38 - ,_ - Lead -La Optimize? Yes _ Yes_ Yes 320 284 Vehicle Extensio (s) 30 3.0 3.0 3.0 _10 _ 3.0 1 00_ Recall Mode _ C -Max C -Max C -Max Max Max 295 Act Effct Green (s) _ None 63.0 63.0 51.0 51.0 _ 15 ^ 0 15.0 Actuated g /C Ratio 0.70 0.70 0.57 0.57 0.17 0.17 Storage Cap R eductn ___ v/c Ratio 0.47 0.24 0.32 _0 0.24 _ _ 0.5 0.47 _ _ _ _ Control Dela _ 5.6 3.0 11.4 2 .4 35.1 9.3� _ Queue Dela _ -_ 0.0 0.0 0.0 0.0 0.0 _ _ 0.0 Total Dela 5.6 3.0 11.4 2.4 _ 35.1 9 .3 LOS App roach Dela _ A A 4.3 B 9.6 A _ D 14.3 A _ ___ App roach LOS A A B_ Queue Len gth 50th (ft) 27 24 96 _ _ 0 36_ 0 _ Queue Len gth 95th (ft)___ 43 38 148 1 _ 71 Internal Link Dist (ft) 320 284 215 Tul rn Ba y Length (ft)__ - 1 50 1 00_ Base Ca pacity (vph) 737 1304 1056 9 33 295 5 Starvation Ca Reductn 0 0 _ 0 _ 0 0 S pillback Ca Reduct _ 0 _ 0 0 0 0 0 Storage Cap R eductn ___ 0 0 0 _ _0 0 _ _ 0 Reduced v/c Ratio 0.47 0.24 0.32 0.09 0.24 0.59 Intersection Summary Area Typ O Cycle Length:90 -- - - -- - - -- - -- -- -- -- - - -- - Actuated C ycle Length 90 Offset: 0 (0 %), Referenced to p hase 2:EBTL and 6:WBT, Start of Green Natural C 50 Control T Actuated- Coordinated Maximum v/c Ratio: 0.59 Intersection Ca pacity Utiliz 53.7% IC Le of Servic A Analy Period (min)15 • Synchro 7 - Report Patton Harris Rust & Associates Page 5 0 0 E 0 Ervin - Senseny Road Property 2010 Background Conditions _SAT 8: Senseny Rd & Grocery Avenue tam2oo6 Splits and Phases: 8: Senseny Rd & Grocery Avenue 9 ""'• m2 ' o4 69Ps .�'%�u,.. r, zv.'�, .s„� �., rem '�" ■ 21r "�.' ■ 4- 06 o5 Synchro 7 - Report Patton Hards Rust & Associates Page 6 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions _AM 3: Senseny Rd & Greenwood Rd 10/712008 ® -10. ` 4 �- t d Flt Permitted 0.489 0.553 0.601 0.769 Satd. Flow (perm)_ 911 1814 0 1030 1863 1583 0 1120 1583 0 1432 1583 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 45 45 45 45 Link Distance (it) 536 400 300 518 T ravel 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) 193 283 58 90 308 124 64 87 91 9 4 126 253 Shared Lane Traffic ( %) I Lane Grou Flow (v h) 193 341 0 90 308 124 0 151 91 0 2 20 253 Enter Blocked Intersection No No No No No No No No No No NoNo Lane Ali Left Left Ri Left Left Ri Left Left Ri Left Left Ri ght ® Median Width 12 12 0 v _ 0 j Link Offset 0 0 0 0 Crosswalk Width 16 16 16 _ 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 0 1.00 Turning Speed (mph 15 9 15 9 15 9 1 5 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Ri Left Thru Ri Left Thru Ri ght Leading Detector (it)_ 20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft) Detector 1 Position 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 20 6 20 20 6 20 Detector Detector Phase 5 2 1 6 6 8 8 8 4 4 4 Synchro7- Report Patton Harris Rust & Associates Page 1 Tap Length (it) 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 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions _AM 3: Senseny Rd & Greenwood Rd 10/7/2008 Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6 .0 6 .0 Minimum S plit(s)_, _ _ 12.0 12.0 12.0 _ 12.0 12.0 12.0 12.0 12.0 1 2.0 12. Total Split (s) 17.0 47.0 0.0 12.0 42.0 42.0 31.0 31.0 _ 31.0 31.0 31.0 31.0 TOl tal S plit ( %a) 18.9% 52.2% 0.0% 13.3% 46.7% 46.7% 34.4% 34.4% 34.4% 34.4% 34.4% 34.4% Maximum Green (s) 11.0 41.0 6.0 36.0 36.0 25.0 25.0 25.0 25.0 25.0 25.0 Yellow Time (s)__ __ _ _ 4.0 4.0 4.-0 4 _ 4.0 4.0 4.0 _4.0 _ 47 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 Lead /Lag _ Lead La g _ Lead _ Lag La g Lead -La Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s)_ 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.6 -_ Recall Mode None C -Max None C -M C -Max None None None N one N one None Act Effct Green (s)__ 56.9 49.1 51.0 44.3 _ 44.3 _ 18.6 18.6 _ _ 18 18 6 Actuated g /C Ratio 0.63 0.55 0.57 0.49 0.49 0.21 0.21 0.21 0.21 _ v/c Ratio 0.29 0.34 0.14 0.34 0.15 0.65 0.23 _ 0.74 0.4 _ Control Dela _ 8.1 14.2 5.7 _ 10.3 1.4 45.2 7.3 48.1 6.9 Queue Dela 0.0 0.0 0.0 0.0 0.0 0. 0 ___ _ _ 00 0.0 Total Dela 8.1 14.2 5.7 _0.0 10.3 1.4 45.2 7.3 48.1 6.9 LOS A B A B _ A D A _ 3 _ A_ App roach Dela 12.0 7 .4 31.0 2 6.1 App roach LOS B A _ C _ _ _ C _ ® Queue Len gth 50th (ft) 37 104 11 _ 67 _ 0 79 Queue Len gth 95th (tt) 79 188 19 11 _ 11 133 35_ _ . 1 _ _55 Internal Link Dist 456 320 220 _ 438 Tul rn Ba y Length (ft)___ 150 90 100 15 0 _ 15 0 Base Ca pacity (vph) 691 99 6 917 842 311 _ _ 50 . 5 _ _ _ _ 398 622 Starvation Cductn a Re 0 0 6 _ 0 _ _ 0 0 0 _ _ 0 0 S pillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn ___ 0 0 _ _ 0 _ 0 _ 0 _ _ Reduced v/c Ratio 0.28 0.34 0.14 0.34 0.15 0.49 0.18 0.55 0.41 Intersection Summary 56.5% Synchro 7 - Report Patton Harris Rust & Associates Page 2 0 0 0 E Ervin - Senseny Road Property 201 Build-out Conditions — AM 3: Senseny Rd & Greenwood Rd 10/7/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd I( ol P m 2 o4 1 7F In Ip 05 � 4= IV 06 08 11MMUMBI I In 317- S!INW=?mW Synchro 7 - Report Patton Hards Rust & Associates Page 3 Ervin - Senseny Road Property 2010 Build -out Conditions _AM 5: Site -Dr #1 & Greenwood Rd 10/7/2008 ® 6` 4 - t Ideal Flow (vphpp 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 _ Frt 0.865 0.989 (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)_ 0 36 207 19 0 273 • i Ervin - Senseny Road Property 2010 Build -out Conditions _AM 5: Site -Dr #1 & Greenwood Rd 10/7/2008 0 d 4�_ t Free Free Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Houdy Flow rate (yph) _ 0 36 207 19 0 273 Pedestrians Lane Width (ft) Walking Speed (s) — - -- --- - -- Percent Blocka Rig turn flare ( veh)� — —_ — 300 j vC1, stag 1 conf vol vC2; stastag 2 conf vol Is Volume Total _ _ 36 226 273 Volume Left 0 0 0 Volume Right 36 19 0 cSH 824 1700 1700 Volume to Ca pacity 0.04 0.13 _ 0.16 Queue Len gth 95th (ft) 3 0 0 Control Dela 9.6 0.0 0.0 _ Lane LOS A • Synchro 7 - Report Patton Harris Rust & Associates Page 5 cM capacity_(veh /h) 548 824 1343 1 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions _AM 7: Senseny Rd & Site -Dr #2 10/7/2008, � "t 4 ~ / Lane Group EBT EBR WBL WBT NBL NBR Lane Confi f r _ + 6.1 r Volume (vph) 346 76 0 471 0 34 Ideal Flow (vphpl) 1900 1900 1900 190 1900 1900 Storage Length (ft) Shared Lane Traffic (%o)__ 100 0 i _ 0 0 Storaqe Lanes Lane Grou Flow (vph) 1 0 0 0 1 Link Distance (ft)_ 405 1.00 1.00 1.00 400 1 Travel Time (s) 6.1 _ 0.865 6.1 2.1 _ Peak Hour Factor 0.90 0.90 0.90 0.90 _0__ 0.90 Adj. Flow (vph) 384 84 0 523 0 3 Shared Lane Traffic (%o)__ Lane Grou Flow (vph) 384 84 0 523 0 38 Enter Blocked Intersection Yes No No Yes No No Lane Ulil. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 _ 0.865 Flt Protected _ Said. Flow (prot)_ Flt Permitted 1863 1583 0 1863 _ _ _ 0 1611 Said. Flow (perm) Link Speed (mph) 1863 45 1583 0 1863 45 _ 0 45 161 Left Ri Left Left Left Right • Link Offseffftl 0 0 0 Two way Left Turn L ane Headwnv Factor 1.00 1.00 1.00 1.00 1.00 1 .00 3peed(mph) 9 15 15 — 9 ho Fre Free _Stop_ Intersection Summary Area Typ Other Control T ype: Unsig nalized Intersection Ca pacity Utilization 28.2% ICU L evel o f Service A Analysis Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions _AM 7: Senseny Rd & Site -Dr #2 101712008 turn Median typ None None _ _] Median stora veh) Up stream si gnal (1) 405 400 - � 1 conf n LI Volume Left 0 0 0 0 Volume Ri — 0 84 0 38 cSH 1 700 1 1700 686 Volume to Ca pacity � 0.05 0.31 0.06 �! 1 Queue Length 95th • Synchro 7 - Report Patton Harris Rust & Associates Page 7 Houriy flow rate (yph)_� 384 84 0 523 0 38 ku, unblocked vol 395 676 305 Lc, single (s) __ 4.1 6.4 6.2 Lane LOS B App roach Dela y_(s) — 0.0 0.0 10.6 Approach LOS B Intersection Summary 0 0 • Ervin - Senseny Road Property 2010 Build -out Conditions _AM 8: Senseny Rd & Grocery Avenue 10/712008 Ideal Flow (vphpl) 1900 1900 1900 1900 1 900 R 1900 1900 1900 1900 1900 190 Storag Len gth (it) Storag Lanes _ 150 1 100 1 10 _ 1 _ 1900 _ 100 1 0 1 0_ 0 0 0 _ 0 1 Taper Length (it) 25 25 25 __ 25 25 25 25 _ 25 Lane Util. Factor _ Frt _ Flt Protected 1.00 0.950 1.00 1.00 0.850 _ 1.00 0.950 _ 1 00 _ 1.00 _0 1.00 0.950 1.00 0.850 1.00 _ 1 _ 1.00 0.950 1.00 0. 85 . 0_ Sa Flow (prot)_ _ Flt Permitted 1770 0.498 1863 1583 1770 0.608 1863 15 83 1770 0.740 1583 0 0 1770 0.742 1583 Said. Flow (perm)_ Rig Turn on Red 928 1863 1583 Yes 1133 _ 18 63 _1 583 Yes 1378 1583 0 0 138 1583 Yes Satd. Flow (RTOR) __ Link Speed (mph)_ 15 45 27 _ _ 45 _ 37 1 691 45 _Y _ _ 1 ___ 45 1 08 Link Distance ((t) 2 400 _ 363 _ Thru 219 _ Thru 295 j Travel Time (s) _ 6.1 Right -_ Leading Detector (4) _ 5.5 ` 20 3.3 1 _2 4.5 WO Peak Hour Factor _1_00__ 0.90 0.90 0.90 0.90_ 0 0.90 0.90 0.90 0.00 0.90 _ 0 Adj. Flow (vph) 152 243 27 56 347 37 6 9 0 24 26 0 _0. 108 Shared Lane Traffic (%) Lane Group Flow NO) 152 243 27 56 _ 347 _ 37 69 24 0 0 26 _] 108 Lane Ali Left Left Ri Left Left R Left Le ft Right Left Left Right Median Widlh 12 1 _ 12 Link Offset 0 0 0 _ Crosswalk Width (ft)____ _ 16 _ , 16 _ _ 1 6_ Two way Left Turn Lane _ Headway Factor - 1 .00 1.00 1.00 1_00 _ 1.00_ _ _ 1.00 1.00 1.00 1.00 1.00 _ _ 1._0 1.0 Turning Speed (mph) 15 9 15 9 15 _ 9_ 1 _ 9 Number of Detectors 1 2 1 1 2 1 1 2 1 - 2 Detector Tem plate Left Thru Ri Left Thru Ri Left Thru Left Thru Right -_ Leading Detector (4) _ 20 100 20 20 1 _2 20 WO _20 _1_00__ 20 Trailing Detector (ft) _ 0 0 0 0 0_ 0 0 0 _ 0 0 _ 0 Detector 1Position 0 0 0 0 D 0 0 0 0_ 0_ 0 Detector 1 Size 20 6 20 20 6 2 20 6 _ 20 6 _ 20 Detector 1 T ype_ _ CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +E CI +Ex CI+Ex CI +Ex CI +Ex CI +Ex _ Detector 1 Channel _ 0.0 0.0 0.0 0.0 0.0 _ 0.0 0.0 0.0 0.0 0.0 Detector 2 Position 94 94 _ 94 94 Detector 2 Size 6 6 6 6 _ Detector 2 T CI +Ex CI +Ex CI +Ex CI +Ex Extend 0.0 0.0 Term Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 8 p --§, 7 ` ~ � 4\ 0 Ervin - Senseny Road Property 2010 Build -out Conditions _AM 8: Senseny Rd & Grocery Avenue 10/7/2008 4 Minimum Initia (s) 6.0 6.0 6.0 6.06. 2.0 2.0 6.0 6.0 6. 6.0 6.0 Minimum S plit (s) 12.0 12.0 12.0 12.0 12.0 12_0 12.0 12.0 12.0 12.0 12.0 Total Split (s) 17.0 67.0 67.0 50.0 50.0 _ 50.0 23.0 23.0 0.0 23.0 23.0 23.0 Tol tat S plit ( %) 18.9% 74.4% 74.4% 55.6% 5 5.6 %_ 55.6% 25.6% 25.6% 0.0% 25.6% 25.6% 25. 6% Maximum Green (s) 11.0 61.0 61.0 44.0 44.0 44.0 17.0 17.0 17.0 17.0 17.0 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 Lost Time Ad just (s)_ _ _ _0. 0.0 0.0 0.0 _ 0 A _ _ 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. 4.0 6.0 6.0 6.0 Lead /Lag _ La 0.0_ 0.0_ Lead OA Lead ___ ___,_- Total Dela __ 5.0 Lead -La Op timize? Yes 4.3 34.4 Yes _L ead Yes Yes LOS A_ A A B Vehicle Extension (s)_ 3.0 3.0 3.0 3. 0_3.0_ _A _ 3.0_ 3.0 3.0 _ 3. 3.0 _ _ 3.0 Recall Mode None C -Max C -Max C -Max C -Max C -Max Max Max Max Max Max Actuated g /C Ratio 0.68 0.68 0.68 0.49 0.49 0.49 0.19 0.19 0.19 0.19 _ v /c Ratio 0.21 0.19 0.02 0.10 0.38 0.05 0.27 0.03 _ 0.10 0 Control Dela 5.4 5.0 1.6 13.1 _16.0_ 4.3 34.4 _ 0.0 31.4 _0.28 8.6 Queue Dela 0.0 0.0 0.0 0.0 0.0_ 0.0_ OA 0.0 ___ ___,_- Total Dela 5.4 5.0 1.6 13.1 1 6A 4.3 34.4 _ 0.0 31.4 8.6 LOS A_ A A B B_ __ A C A C _A Ap proach Dela 0 _ 4.9 0 0 14.7 0 0 25.5 13.1 0 App roach LOS A B C _ B j Queue Len gth 50th (ft) • 19 31 1 16 118 0 34 0 12 0 Queue Len gth 95th (ft)_ 34 50 m5 38 18315 72 0 __ - -_ 35 42 - _ Internal Lin Dist (ft) - , 320 283 139 215 Tul rn Ba y Length (ft)_ _ 150 100 10 0 1 Base Ca pacity (vph) 732 1263 1082 5 54 911 793 260 859 _ _261 - 3 87 Starvation Ca Reductn _ 0 _ 0 0 0 _0_ 0 0 0 _ _ _ _0 0 S pillback Ca Reductn 0 0 0 0 0 0 0 0 0 0 - Storage Cap Reduct _ _ -- - 0 0 0 - -- - 0 0 0 _ 0 _ 0 _0_ _ -,----o- _ - -- - 0 Reduced v/c Ratio 0.21 0.19 0.02 0.10 0.38 0.05 0.27 0,03 0. 10 0.28 Intersection Summary Area Typ Other Cycle Leng 90 Actuated C ycle Leng 90 Offset: 88 (98 %), Referenced to p hase 2:EBTL and 6:WBTL Start of Green__ - __ Natural C 40 _ Control T Actuated-Coordinated Maximum v/c Ratio: 0.38 Intersection Ca pacity Utilization 49.1 % ICU Level of Service A Analy Period (min) m Volume for 95th percentile queue is metered by upstream signal. • Synchro 7 - Report Patton Harris Rust & Associates Page 9 L 0 0 Ervin - Sensery Road Property 201 Build-out Conditions — AM 8: Senseny Rd & Grocery Avenue 1017/2008 Splits and Phases: 8: Sensenv Rd & Grocery Avenue 14 alb o2 o4 ht o6 5 o8 50 INIIPs- " >V:,Lj 10 123 rsTP_ 7 :q�Z�! • Synchro 7 - Report Patton Harris Rust & Associates Page 10 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions PM 3: Senseny Rd & Greenwood Rd 1017/2008 Lane Confi 327 523 91 I ? _ i ff 137 d F 20 6 *1 F yolume (yph)_____ i 2_9 471 82 185 439 123 202 1 53 _ 131 353 Ideal Flow (vphpl)_ 1900 1900 1900 _ _ 1900 1900 1900 1900 1900 1900 19 0 . 0 1900 1900 Storage Length (ft) _____ 150 No 150 90 1 1 No 1 0 _150 No Storag Lanes 1 Left 0 1 Left 1 0 Left 1 0 Left t Laper Length (it) _ 25 12 25 25 _ _ _ 25 25 0 25 _ _ _ 25 0 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.0 0_ 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.978 - __16 0.85 16 _ _ 16 0 Flt Protected 0.950 0.950 _ 0.981 _0.850 0.972 Said. Flow (prof)_ 1770 1822 0 1770 1863_1 1 . 0 0 0 1827 15 8_3 _ _ 0 1811 1 . 583 Flt Permitted _ 0.146 9 _ 0.154 9 15 0.555 9 -- 0.472 9 Satd . Flow (perm)_ 2 1822 _ 0 287 1863_ 1583 _ 0 1034 158 3_ f 879 87 1583 Rig Turn on Red Left Thru Yes _ _ Yes - -- _ Thru Yes _ Left T hru Ye s Satd. Flow (RTOR)_ 20 11 _ _ _ 80 _ 100 _ W - 0 - _ _20 _ 100 3 01 Link Speed ( 0 0 0 45 _ 0 0 45 0 __ 45 0 Link Distance ft 0 536 0 400 0 _ 0 300 0 _ _ _ 0 51 8 _ 0 Travel Time (s) _ 20 8.1 _ 20 OF 20 20 4.5 20 20 7.8 20 Adj. Flow (vph) 327 523 91 206 488 139 137 224 17 20 6 146 392 _ Shared Lane Traffic ( /6)_ _ _j Lane Grou Flow (vph) 327 614 0 206 488 139 0 361 170 0 352 392 Enter Blocked Interse No No No No _N No No No N o No _ No No Lane Alig Left Left Ri Left Left Ri Left Left Right Left Left Ri ght ( ) - __ ® Median Width ft 12 12 _ 0 -_ 0 Link Offset( 0 _ 0 0 0 - CrosswalkWidth _ 16 - __16 16 16 Two wa Left Turn La ne Headwa Factor 1.00 1.00 1.00 1.00 _1_._0 1 . 0 0 1.00 1.00 _1.00 _1_0 1.00 1.00 Turning Speed (mph) 9 15 9 15 9 1 9 Number of Detecto __ 1 2 1 _ 2 _ 1 1 2 1 1 2 1 Detector Tem plate Left Thru Left Thru _Right Left Thru Ri ght _ Left T hru Right Leadin Detector (ft)___ 20 100 2 _ 1 00 20 20 100 _2 . 0 _ _20 _ 100 _ 20 Trailing Detector (ft)_ 0 0 0 D_ _ 0 0 0 0 0 0 0 Detector 1 Position 0 0 0 0 0 _ 0 0 0 _ _ _ 0 _ _ - 0 _ 0 _ __ Detector 1 Size _ 20 6 _ 20 6 20 20 6 20 20 6 20 _ Detector 1 T ype_ _ _ _ CI +Ex CI +Ex CI +Ex CI +E CI +Ex CI +Ex CI +Ex CI +Ex C I +Ex CI +Ex - _G +Ez Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0. 0 FO 6 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 Detector 1 Dela (s) 0.0 0.0 6. 0 0.0 _ 0.0_ 0.0 0.0 0.0 0.0 0.0 _ 0.0 Detector 2 Position 94 94 94 94 Detector 2 Size 6 _ _- _ 6 _ 6 6 1 Detector 2 T CI +Ex CI +Ex CI +Ex CI +Ex Detector 2Channel __ _j Detector 2 Extend (s) 0.0 0.0 0.0 0.0 TuI rn T pm +p pm +p Perm Perm Pen Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 1 _ 6 6 8 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 1 0 0 Ervin - Senseny Road Property 3: Senseny Rd & Greenwood Rd 18.0 40.0 0.0 2010 Build -out Conditions _PM 10/7/2008 ® - -,4 --,, 7 34.0 ~ k - ° 1 4 I /D. ',° d 4 / Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Switch Phase 43.5% _ Maximum Green (s) 12.0 34.0 34.0 6.0 _ I Minimum Initial (s) 6.0 6.0 6 .0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Split (s) 18.0 40.0 0.0 12.0 34.0 34.0 40.0 40.0 40.0 4 0.0 40.0 40.0 Toi tat S plit ( %n) 19.6% 43.5% 0.0% 13.0 37. 0% 37 .0% 43.5% 43.5% 43.5% 43 .5% 43.5% 43.5% Maximum Green (s) 12.0 34.0 34.0 6.0 28.0 28.0 34.0 34.0 0.30 34.0 34.0 3 4.0 Yellow Time (s)__ 4.0 4.0 0.90 4. 0 4.0 4.0 4.0 4.0 _34.0 4_0 _ _ 4 4.0 4_0 All -Red Time ( s) 2.0 2.0 6.8 2.0 2 .0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Ad just (s) Total Lost Time (s) _ 0_0 6.0 0.0 6.0 0.0 4.0 0.0 _ 6.0 _ 0. 0 ! _ 6.0 0.0_ 6.0 0.0 6.0 0.0 6.0 0 .0__ 6 .0 _0 6 .0 _ _ _0.0 6.0 _ 0.0 6.0 Lead /Lag __Lea La E Lead _ _ Lag___ Lag__ _ A E _ _ _ _ ___. _ j Vehicle Extension (s)_ 3.0 3.0 3.0 3.0 3.0 3.0 _3 _ 3 . Recall Mode None C - Max ___3. None C -Max C -Max None None None _ No ne_ None None Act Effcl Green (s) 46.0 34.0 34.0 2 8. 0 28.0 34.0 34.0 34.0 34.0 Actuated g /C Ratio 0.50 0.37 0.37 0.30 0.30 0.37 0.37 _ 0.37 0.37 v/c Ratio 0.99 0.90 1.01 0.86 0.26 0.95 0.25 _ 1.08 0.51 Control Dela _ 68.8 45.9 88.2 36. 6.8 64.6 4.2 _1 8.1 Queue Dela 0.0 0.0 0.0 _ 0.0 0.0 0.0 0.0 _ 0.0 0 .0 __ Total D 68.8 45.9 88.2 3 6.6 6.8 64.6 4.2 1 8.1 LOS E D F D _ A E A __. F _ A _ Ap proach Dela _ 53.9 44.4 _ 45.3 53.8 App roach LOS D D D _ _ __ ® Queue Len gth 50th (ft 127 328 -61 185 14 200 0 - -232 35 Queue Len gth 95th _ #302 #539 #202 _ #429_ 56 #379 40 _ #402 110 Internal Link Dist (ft)_ 456 320 220 438 Tui rn Ba y Length (ft) 90 1 _150 Base Ca pacity (vph) 331 680 20 5 67 5 382 692 3_25 775 Starvatio Cap Reductn 0 0 0 _ 0 __ _ 0 0 _ 0 _ _ _ _ _ 0_ _ _ 0 Spil Ca p Reductn 0 0 0_ 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0_ 0 Reduced v/c Ratio 0.99 0.90 1.01 0.86 0.26 0.95 0.25 1.08 0.51 Intersection Summary green shown is maximum after two =rcentile volume exceeds ca shown is maximum after two infinite. ICU Level of Service F 1 l • Synchro 7 - Report Patton Harris Rust & Associates Page 2 0 0 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions _PM 3: Senseny Rd & Greenwood Rd 10m2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd 1 2 m � m ° m4 12r,M 4015 ^k: az: - t' "s€ 0 40 o5 I t e6 1 06 .1 mim=ml 10134 iT in 40sry "'eaTt r • Synchro7- Report Patton Harris Rust & Associates Page 3 0 0 Ervin - Senseny Road Property 5: Site -Dr #1 & Greenwood Rd 2010 Build -out Conditions PM 10/7/2008 t �° 1 Lane Confi gurations F T* T Volume (vph)_ 0 83 395 36 0 398 IdealFlow 1900 1900 1900 1900 1900 1900 Storage Length (ft)_ 0 0 0 110____ Stora Lanes . 0 1 ___ 0 _ 0 Taper Length(fl)___ 25 25 _ 25 ___ Lane Util. Facto 1.00 1.00 1.00 _ 1.0 1.00 1.00 Frt _— ___ - -_- 0.865 0.989 Flt Protected Satd. Flow (pmt)_ _ 0 1611 1842 — 0 _ — 0_ _1863 Flt Permitted Said. Flow (perm)_ - _ 0 1611 1842 0 0 1 86 3 Link Speed (mph) 45 45 — — 45 - -- -- Link Dis tance ft 2 209 30 0_ Travel Time (s)� _ 3.7 3.2 4.5 Peak Hour Facto - 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph _ _ 0 92 439 0 442 Lane Alignment — _L Ri ght Left Ri ght Left Left - -_ Median Wdth (ft)_ — __ 0 0 __ - _ __— _ 0 Link Offset _ — 0 0 0 _ Crosswalk width 16 1 _ _ _ _ 16 Two wa Left Turn Lane HeadwayFaclor___ __ 1.00 1.00 1.00 1.00 1A0 1. - _ — _ — Turning Speed (mph) 15 9 9 - 15 _ — Sig Control Sto Free Free Area Type______ Other Control T ype: Unsignalize Intersection Ca pacity Utilization 34.8% — _ICU Leve of Service A Analysis Period (min) 15 Synchro 7 - Report Patton Harris Rust & Associates Page 4 0 0 • Synchro 7 - Report Patton Harris Rust & Associates Page 5 Ervin - Senseny Road Property 2010 Build -out Conditions _PM 5: Site -Dr #1 & Greenwood Rd 10/7/2008 or- � 4 Movement WBL WBR NBT NBR SBL SBT Lane Confi r T* + Volume vehm 0 83 395 36 0_ 398 Sig Control Stop Free Free Grade 0% 0% _ 0% _ Peak Hour Factor 0.90 0.90 0.90 0.90 0. 0.90 Houdy rate (vph)_ 0 92 439 _ 40 _ _ 0_ _ _4 Pedestrians Lane Width ( h ) - - - -- - -- -- - - - - - -- - Walking Speed (fUs) Percent Blocka - Rig turn flare (veh) Median typ None - -_ _ None Median stora veh) Up stream s ignal(ft),_ - ______ -- - 300 pX, platoon unblocked 0.91 _ LC, conflictin volume 459 -__ 479 _ _ _ _ _ vC1, sta 1 conf vol _9 vZ2, stag 2 conf vol vCu, unblocked vol 844 459 479 LC, single s 6.4 6.2 4.1 - - -- - -� tC, 2 stage (s) -- - - `___ _ — tF (s) - - - 3.5 3.3 — -_ 2.2 - -- - - -- p0 q ueue fre % 100 85 100 - ® c __ cM apacity (veh /h)_ 305 602 - 1083 _ __ Direction, Lane # WB 1 NB 1 SB 1 Volume Total 92 479 442 Volume Left 0 0 0 _ o l u V m e _Right ...... _ _ 92 40 0 cS 6 02 1700 1700 Volume to Capacity_ _ _ 0.1 0.28 0.26 Queue Len gth 95th (ft) _ 13 0 0 Co ntrol Dela §)__ - 12.1 0.0 0.0 La ne LOS B - App roach Dela y - (s)_ 0.0 0.0 -- - _- __,_ — - -- - -- _ - - - - -- -_ --_� __. - - - -I -- - 12.1 Approach LOS B Intersection Summary Average Dela 1.1 Intersection Ca pacity Utilization 34.8% ICU Level of Service A Analy Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 5 C� Ervin - Senseny Road Property 2010 Build -out Conditions — PM 7: Senseny Rd & Site -Dr #2 10m2008 a -- Lane Confi f F T F Volume (vph) — _ 639 170 0 750 0 77 Ideal Flow (vphpl) 1900 1900 1900 _ 1900 1900 1 900 Storage Length (ft) _ 100 0 0 0 Storag Lanes 1 0 _ - _ _ 0 _ 1 Taper Len lh ft 25 25 _ _ 25 25 _ Lane Util. Factor 1.00 1.00 1.00 1.0 1 1 .0 0 _ _ Frt – — ° -- 0.850 0.865– At Protected – – Satd. Flow (prot)_ _ 1863 1583 _0 1863_ ___0 16 Flt Permitted Satd. Flow (Perm)_ ___ 1863 1583 0 186 3_ _ 0 161 Link Speed (mph) 45 45 _ 45 Link Distance (ft)_ _ _ – _ 405 —_ 40 0 141 _– Travel Time (s) 6.1 6.1 2.1 Peak Hour Factor 0.90 0.90 0.90 0.9 0_ _ 0. 9 . 0_ 0 .9 0 _ _ _ _ Adj. Flow (vph) _ _ 710 189 0 833 0 _ 86 Shared Lane Traf -- – -- – - - – -- – -- -- Lane Group Flow (vph) 710 189 0 833 0 86 _ Enter Blocked Int ersection Yes No No Yes _ No No Lane Alig L eft Ri Left Left Left Right Median Width 12 ------- 12 0 --- _ _ _ -- LinkOffsel -- -- -- 0 0 - -- 0 - -- - -- -- _ Cross walkWidth 1 16 16 -I _ Two wa y Left Turn Lane _ Headway Factor _ 1.0 1.00 1.00 1. 00 1.00 1.00 Turning Speed (mph) 9 1 5 15 9 Sig Control Free Fre _ Stop _ — – – – — — Control T ype: Unsignalized – Intersection Ca pacity Utilization 45.1% _ – ICU Leve of _Service A Analysis Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 6 Ervin - Senseny Road Property 2010 Build -out Conditions —PM 7: Senseny Rd & Site -Dr #2 101712008 40 --0. 4 4\ /0� Lane Confi T F 4 r 4.1 — F _ 6.2 Volume (vehlh)_ 639 170 0 75 0 _ 0 _ 77 _ - 3.3 -- -- - - - -� Sig Control Free 100 82 Free Stop 232_ 467____ Grade 0% 0.11 0.49 0.18 Queue Len gth 95th (fl) Peak Hour Factor 0.90 0.90 0.90 0.90 0.9 _ 0. 0.0 Hourly flow rate (yph) 710 189 0 _ 833 0 __0 86 _ Pedestrians 0.0 0.0 _ 14.4 Approach LOS Lane Width ((t) - - - - -- B - - -- - - -- — -- - - - - - -- -1 Walking Speed (fVs) Average Delay 0.7 Percent Blocka _ 45.1% IC_U_ Level of Service A Analy Period (min) - Rig turn flare 1 5 Median typ None None Median stora veh) Up stream si gnal (ft) _ 400 _ _ pX, platoon unblocked _405 0.72 __ 0.83 _ _ 0.72 vC, conflictin volume 899 _ — _1 543 710 _ vC1, st age 1 conf vol _ vC2, ststag 2 conf vol vCu, unblocked vol 664 189 4 tC , ___ 4.1 — _969 6 .4_ _ 6.2 tC, 2 sta (s) 0 0 IF (s) -- 2.2 - -_ 3 - 5 -_ _ - 3.3 -- -- - - - -� p0 q ueue free % 100 100 82 cMcapacity(veh /h) __ -- 665 232_ 467____ Volume Total 710 189 833 86 I Volume Left 0 0 0 0 Volume Ri 0 189 0 86 cSH 1 700 1700 1700 467 Volume to Ca pacity 0.42 0.11 0.49 0.18 Queue Len gth 95th (fl) 0 0 0 17_ Control Dela y_(§) _ 0.0 _ 0. 0.0 -- ---- - 14_4_ _ --- --- - -- - -- Lane LOS B _ App roach Dela y_( §)__ _ 0.0 0.0 _ 14.4 Approach LOS B I ntersection Summary Average Delay 0.7 Intersection Ca pacity Utilization _ 45.1% IC_U_ Level of Service A Analy Period (min) 1 5 Is Synchro 7 - Report Patton Harris Rust & Associates Page 7 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions PM 8: Senseny Rd & Grocery Avenue 10/7/2008 ® _,A __ -- f - 4--- t 4 t / 1 r Lane Confi I t F I t F I T+ +7 F _ volume (vph) 261 410 46 108 309 62 155 0 46_ _ 68 0 286 Ideal Flow (vphpl) 1900 1900 1900 _ 1900 1900 _ 1900 1900 1900 1900 _ _ 1900 _ 190 _ 1900 Storage Leng th (fl) _ _ 150 100 . 100 _ 100 0 _ 0 0 0 Storag Lanes 1 1 1 _ 1 1 _ 0 _ 0 1 - - -- Lper Length (ft) _ _ _ _ _ 25 25 2 _ _ _ _ 25 25 - - - _ - _25 -- - - -- _ 2 -- _ __ 2 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 F rt 0.850 _ 0 0.850 _ _ _ _ _ _ _ 0 - F lt Protected 0 .950 0.950 0.950 _ 0.950 Satd. Flow (prot)__ 17 1863 1 583 1770 1863 1583 1770 1583 0 0 1770 1583 Flt Perm _ 0.454 0.41 0.708 0.724 Satd. Flo (perm) 846 1863 1583 186 1583 1319 1583 0_ _ 0 1583 Right Tu rn on Red _ Yes _76 Ye _ _ Yes Yes Satd. Flow (RTOR) _ _ _ _ - 64 _ _ J Link Speed ( mph) 45 _5 _ 45 _ 45 _ _ _ __318 - _ 3 18 45 Link Distance (ft)__ 400 363 219 _ 295 ] Travel Time (s) 6.1 _ _v 5.5 3.3 _ _ 4.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0 0.90 0.90 0.90 0.20 0.9 Adj. Flow (v ph) 29 456 51 _ 120 343 6_9 172 0 _0. 5 1 _0 .90 76 0 31 8 Shared Lane Traffic Lane Grou Flow (vph) 290 456 51 120 343 69 172 51 0 0 76 318 Enter Blocked Intersection No No No No No No No No No N o _ N No Lane Alig Left Le ft Right Left _ Left _ Right Left Left Ri ght Left �Left Right Median Width (ft)___ ® _ _ 12 -- 12 12 -- - 12 Link Offset 0 0 0 0 Crosswalk Wdth ft 16 16 16 Two way Left Turn Lane _ _ _ Headway Factor _ 1.00 1.00 1.00 1.00 1.00 1._0_0 1. 00 1.00 1.0 _ 1.00 Turning Speed (mph) 15 9 15 9 _ 15 9 15 9 - - - -- NumberofDetectors 1 2__1 - - - 1 - -- 2 1 1 2 -- --- 1 - - 2 -- - 1 Detector Template Left Thru Ri ght Left Thru Rig Left Thru Left Thru Right Leading Detector (ft)_ _ 20 100 20 20 100 20 20 100 - 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 Detector Position 0 0 0 0 0 0 0 0 0 0 Detector 1 Size (ft)_ ._ 20 6 20 20 6 M 20 6 20 6 20 _ Detector 1 T ype - - C I +Ex CI +Ex C +Ex _CI +Ex _CI +Ex__ _C_I +Ex CI +Ex CI +Ex __- CI +E x_ CI +_Ex CI +Ez Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0 _ 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Dela §) 0.0 0.0 0.0 0.0 0_0_ - 0 . 0 0.0 _ 0.0 0.0 0_.0 _( Detector 2 Position 94 _ _,0.0 _ 94 _ _ 94 94 Detector 2 Size 6 6 _ _ __ 6 6 j Detector 2 T CI +Ex CI +Ex CI +Ex CI +Ex Detector 2 Channel - _ _ ] Detector 2 Extend ( s) 0.0 0.0 0.0 0.0 Tul rn T pm +p Perm Perm Per Pe Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 _ 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 8 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions - PM 8: Senseny Rd & Grocery Avenue 1017/2008 Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6 .0 Minimum S plit (s)_ _ _ _ 12.0 12.0 12.0 1 2.0 _ __ 12.0 1 2.0 12.0 12.0 12.0 Total Split (s) 21.0 62.0 62.0 41.0 41.0 41.0 30.0 30.0 _ 0.0 _12.0 30.0 _ 12.0 30.0 30.0 Mal 22.8% 67.4% 67.4% 44.6 4 0 /_ 4 4.6 0 /. 32.6% 32.6% _0.0_ %_3 3 32.6% Maximum Green ( s) 15.0 56.0 56.0 35.0 35.0 35.0 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 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 Lost Time Ad just (s) 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 _ _0. 6.0 6.0 6.0 6.0 _ 4.0 _ 0 0 C _ 6 Lead /Lag ^ - La Lead Lead Lead _ Lead -La Op timize? Yes Yes Yes Yes Vehicle Exte nsion (s) 3.0 _ 3 3.0 3.0 _ 3.0 _ 3 3.0 3.0 _ 3.0 3. 3.0 Recall Mode None C -Max C -Max C -Max C -Max C -Max Max Max M Max Act Effct Green 56.0 56.0 56.0 35.0 _ _35A 35.0 24.0 24.0 24.0 _Max Actuated g /C Ratio 0.61 0.61 0.61 0.38 _ 0.38 0.26 0,26 _24.0 0.26 vlc Ratio 0.44 0.40 0.05 0.41 _ _0. 0.48 0.11 0.50 0.07 - -- 0.26 0.22 0.49 Control Dela 8.7 7.0 1.1 26.4 24.5 6.1 34.9 0.2 28.7 6.2 - -- Queue Dela 0.0 -- 0.0 - - -- _ _ 0.0 --- - -- _ _ 0.0 - -- 0.0 0.0 0,0 _ _ _ 0_0 _ _ 0.0 Total Dela 8.7 7.0 1.1 26.4 24_. 6.1 34.9 0.2 28.7 LOS _ A A A C C A C A - ^ C _6.2 A App roach Dela 7.2 22.5 26.9 10.5 App roach LOS - A - - -- C - - C - B _ Queue Len gth 50th (ft) 47 _ 75 0 50 _- 14 9 2 85 0 _ _ _ 3F5 5 0 Queue Len gth 95th (ft) m53 m82 ml 10_3 - _ 230 - 28 150 0 - _ -_ 7 2 63 Inte rnal Link Dist (ft) 320 283 _ - 1 39 __- _ _ _ _ 215 - Tul rn Ba y Length (4) 150 100 100 100 Base Ca pacity (vph) _ _ 666 1134 9 8 . 4 _ _ _ 291 709 642 -- _ 0 352 648 Starva Ca Reductn 0 0 0 6 0 _ 0 0 0__ _ S pillback Ca Reductn _ 0 0 0 _ _ 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 _ 0 _ _0 00_ _ _ 0 _ 0 Reduced v/c Ratio 0.44 0.40 0.05 0.41 0.48 0.11 0.50 0.07 0.22 0.49 Intersection Summary Area Typ Other Cycle Leng 92 Actuated C ycle Length 92 Offset: 0 (0 %), Refe renced to p hase 2:EBTL and 6:WBTL Start of G reen Natural C ycle : 50 Intersection S ignal Delay 14.3 _ Inters LOS: B Intersection Ca pacity Utilization 61.0% I L o B Analy Penod (min) _ ____ -_ -_ _ __ _ -_� m Volume for 95th percentile queue is metered by upstream signal. • Synchro 7 - Report Patton Harris Rust & Associates Page 9 0 0 Ervin - Senseny Road Property 2010 Build-out Conditions — PM 8: Senseny Rd & Grocery Avenue 101712008 Splits and Phases: 8: Senseny Rd & Grocery Avenue Al o2 gab o4 o6 o5 A t o8 In Synchro 7 - Report Patton Harris Rust & Associates Page 10 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions SAT 3: Senseny Rd & Greenwood Rd 10m2008 ® .A _10. . ` ' t 1,1 d r Lane Confi guration s )_ + 4 r 4 I Volume (vph) __,__ 527 432 34 166 _ _1 70 161 _1 1 5 3 154 236 Ideal Flow (vphpl) 1900 1900 1900 19 00 19 0 . 0 190 1900 1900 1900 19 00 1900 1900 Storage Length (ft) - _ 1 50 0 90 1 _ 0 1 _0 _ 1 50 Storag Lanes 1 0 1 1 0 1 0 1 Lper (ft)_ 25 25 2 25 25 _ 25 2 5 25 - Length Lane Util. Factor 1.00 1.00 1.00 1.00 1.0 1 .00 1.00 1.00 1.00 1_.00__1_. 1.0 Frt _ 0.989 _ 0.850 0.850 _ 0.850 - __ At Protected 0.950 0.950 0.985 0.976 Satd. Flow (proQ 1842 0 1770 18 63__ 1 0 1835 1583_ _ 0 1818 15 8 . 3 _ Flt Permitted _ 1770 0.290 0.299 0.608 0.609 Said. Flow (perm)__ _ 540 1842 0 5 57_ _ 1863 _ 1583 0 1133 1583 __ 0 _ 1 1 583 - Rig Turn on Red __ Ye s �_ Yes Yes _ _ Satd. Flow (RTOR) _ _ 5 _ _Y es _ 92 __ 1 93 __ _ 2 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 0.9 0.90 0.90 0.90 Adj. Flow (vph 252 480 38 184 457 _ 78 179 1 170 171 2 Shared Lane Traffic (%)__ _ _ - 133 I Lane Grou Flow (vph) 2 52 51 0 184 457 0 257 193 0 341 262 Enter Blocked Inter _ No No No _ No __133 No No No _ No No N - Left No Lan Alig nment Left Left Ri Left Left Ri Left Left Ri Left Ri ght MedianWidth -- 12 _ -_- - 12 - 0 _- - _ -- _ - -. 0 1 Link Offset 0 0 0 _` 0 Crosswalk Width 16 16 16 _ _ _ 16 _ _ _ Two way Left Tu Lane _ Headwa Factor 1 _.0 0 1.00 1.00 _ 1 .00 1.00 1 .00 _ 9 1.00 1.00 _ 1_00 1.00 _ 1.00 1 .00 Turning Speed (mph) _ 15 9 _ 15 _ - 15 _ 9 15 _ 9 _ Number of Detecto 1 2 1 2F _ 1 1 2 _1 _ _ Detector Tem _ Left Thru Left Thru Ri Left Thru _ Ri ght Left Thru _Right Leading Detector (ft)_ .__ 20 100 20 _ _ 1 0_0 _ 20 _ 20 100 _ _ 20 _ 201_00 _ _20 Trailing Detector ( ft) 0 0 0 0 0 0 0 0 0_ 0 0 _ Det ector 1 Position 0 0 0_ J 0 0 0 0 0 _ o - ____ Detector 1 Size 20 6 20 6 20 20 6 20 20 6 20 Detec 1 T ype,__ _ _ _ CI +E CI +Ex CREx CI + Ex CI +Ex CI +Ex CI +Ex _ C I +Ex _ CI +Ex CI_ +Ex _ C + Ez Detector 1 Channel Detector 1 Extend 0.0 0.0 0.0 0.0 _ 0.0 0.0 0.0 _ 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 94 Detector 2 T CI +Ex CI +E x__ CI +Ex CI +Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Protected Phases 5 2 1 6 8 _ 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 1 9 0 Ervin - Senseny Road Property 2010 Build -out Conditions -SAT 3: Senseny Rd & Greenwood Rd 10/712008 • --* -•--t f - . 4 - 4 t /P.'-1 r owncn rnase - -- - - - -- - • ---- ----- Minimum Initial (s)_ 6.0 - - 6.0 - - - -- - -- _ 6.0 - � -- 6.0 - --- 6.0 -- 6.0 6.0 6.0 6.0 _ 6,0 6.0 0 Minimum S Lit 1 2.0 12.0 12.0_ _1_2.0_ _ 12.0 12.0 12.0 12.0 _ 12.0 12.0 Total Split (s) 15.0 42.0 _ 0.0 12.0 39.0 39.0 36.0 36.0 3 6.0 36.0 36.0 36.0 To tal Split (%)_____ 16.7 46.7% 0.0 % _ 13.3 %_ 43.3% 43 .3% 40.0% 40.0% 40.0 %_40.0% 40.0% 40.0% Maximum Green (s) 9.0 36.0 6.0 33.0 33.0 30.0 30.0 30.0 30.0 30.0 30 .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 All -Red Time (s) 2.0 2.0 2 .0 2.0 2.0 2.0 2.0 2 2.0 2.0 2 .0 _ Lost Time Ad just (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 6. 6.0 6.0 6.0 6_0 6.0 6.0 Lead /Lag - ___ Lead Lag _Lead Lag_ Lag_ Lead -la Optimize? Y Yes Yes - - Yes Yes - - - -- Y - - - - - - -- -- --- - -- - -- - Vehicle Extensi O_ _ 3.0 _ 3.0 -- __ 3.0_ 3.0 3.0 3.0 3.0 3.0_ _ 3_0_ 3.0 Recall Mode None C - Max None C -Max C -Max None None None N one None None Act Effct Green (s)_ 46.0 37.1 4 0 . 8 --. 34.5___ 34.5 28.6 28.6 _ _ _ 28 _ 28.6 - Actuated g /C Rat 0.51 0.41 0.45 __ _ 0.38 0.38 0.32 0.32 0. 32 0.32 _ v_/c Ratio 0.68 5 _ 0.64_ _ 0.20 _- 0. 0.30 _ . _ 0.94 _ _ _ 0_38 _ _ _ _0 Control Delay 19.6 27.3 _ _0.5_ 14.4 21.1 3.8 39.1 4.8 _ _ 67.0 4.7 Queue Dela y__ . _ _ 0. 0.0 ___0.0 _ _0.0 _ 0.0 _ _ 0.0 _ 0,0_ _ _ 0,0 0.0 Total De 27.3 - 1 . 4,4 3.8 39.1 4 .8 67_ 4,7 _ _1 LOS B C B _21.1_ C - - -A- D A - -- E_ _A _ _ _ App roach Dela 24.8 16.5 24.4 - 39.9 Approach LOS C B - _ _ - C - - _ _ _ _ _ D _ _ • Queue Len gth 50th (ft)___ 73 238 32 165 4 125 0 - 183 0 Queue Len gth 95th (ft)_ _ 1 356 _43_ 251__ 37__ #220 _ _. 45 #348 _ 51 Internal Link Dist (ft) 456 _320 220 _ 438 Lum Bay Length(ft) ____ 150 _ 9 10 1 50_ _V_ 150 Base Ca pacity (vph) 40 763 336 714 664 378 656 376 702 p Red Starvation Cauctn _ 0 0 - 0 0 0 0 0 _ 0 _ _ 0 Sp illback C ap Reductn 0 0 0 0 0 0 6 0 0 Storage Cap Reductn 0 0 0 0_ _ 0 0 0 0 0 Reduced v/c Ratio 0.63 0.68 0.55 0.64 0.20 0.68 0.29 0.90 0.37 Intersection Summary Area Type_ ___ Other Cycle Leng 90 _ Actuated Cycle Leng 90 Offset: 0 (0 ° /a), Referenced to phase 2:EBTL and 6:WBTL Start of G reen Natural C ycle: 70 Control T Actuated- Coordinated Maximum v/c Ratio: 0.94 Intersection S ignal Delay 25.8 _ _ _ - In tersectio n LO S: C Intersection Ca pacity Utilization 83.1 % _ ICU Level of Service E Analy Period (min) -_ # 95th p ercentile volume exceeds ca pacity, queue may be longer. Queue shown is maximum after two cy cles. . Synchro 7 - Report Patton Harris Rust & Associates Page 2 P J 0 Ervin - Senseny Road Property 2010 Build -out Conditions _SAT 3: Senseny Rd & Greenwood Rd 1017/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd `m1 ---411 m2 4d> m4 109M m5 10 1 2=,s M Mt T , Li : 6 m6 36 . :�. -� e "ir c ^fin Qty 08 15MIIIIIIIIIIIIIIIIII IIIFM 'x • Synchro 7 - Report Patton Harris Rust & Associates Page 3 Ervin - Senseny Road Property 2010 Build -out Conditions —SAT 5: Site -Dr #1 & Greenwood Rd 10m2008 ® or t T I' Lane Confi gurations T Volume (vph) 0 69 336 32 0 354 Ideal Flow ( vphpl) 1900 1900 1900 — 1900 — 0 - 0 1900 1900 — Storage Length (ft)_ _ _ _ 0 0 11 Stora Lanes _ _ 0 1 0 -- 0 LaperLength 25 25 2 5 _25 Lane Ulil. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt - -- 0.865 0.988 -- -- -- -- - - -- Flt Protected Satd. Flow (prot) _ _ -- 0_ 1611 1840 0 _01 863 Flt Permitte Satd. Flow (perm)_ _ 0 1611 184 0 Link Speed (mph) 45 45 _ _ 45 Link Distance ft 242 209 30 Travel Time (s) 3.7 3.2 Peak Hour Factor - -_ 0.90 0.90 0.90 0.90 0. _ 0.90 — Adj. Flow (vph) _ — 0 — 77 373 36 _ -- 0 _393-- Shared Lane Traffic (%o)_ — 0 Lane Grou Flow (vph) 0 77 409 0 393 — ] Enter Blocked Intersec No No Yes No No _ Yes — Lane Ali gnment _ Left Ri Left Ri ght Left Left Median Width _ -_ -_ 0 _ 0 _ -- 0 Link Offset(ft 0 0 0 ® Crosswalk Width _ 16 16 16 Two way Left Turn L ane Headwa Factor _ _ 1.00 - 1.00 1.00 _ 1.0 _1_00 _ 1 Turning Speed (mph) 15 9 Sign Control Sto Free Intersection Summary Area Type__ — _Other Control Type: Unsig nalized Intersection Ca pacity Utilization 30_6% _ —_ IC_U_ Level o S ervice A Analysis Period (min) 15 • Synchro 7 - Report Patton Hams Rust & Associates Page 4 Ervin - Senseny Road Property 2010 Build -out Conditions — SAT 5: Site -Dr #1 & Greenwood Rd 1017/2008 t �' �► b Lane Confi _77 409 39 3 T 0 _ Volume (vehlh) _ 0 69 336 32 354 _ 0 Sig Control Stop 657 Free 1700 Free - - C - -- - Volume to apacity - Grade -- 0% 0.23 00' /0 - - 0 "/0 - - -- - - -� Peak Hour Factor 0.90 0.90 0.90 0 .90 0.90 0.9 -- -- Hourly Flaw rate (yph) _ - -_ 0 77 373 -- 36 0 -- - -- 393 - - - - -- Pedestrians 0.0 - - -- - - - - - -- -_ - - - - -- Approach LOS B Lane Width (ft)- - - - - - - - - - -- - - - - - - - Walking Speed (fUs) 1.0 Intersection Ca pacity Utilization -_ — Percent Blocka A _ Analysis Period (min) 15 - Right tu flare (veh) Median typ _ None -__ None__ Median stora veh) - Up stream si gnal - _30_0__ pX, p latoon unblocked 0.93 ;,C, conflictin g volume 78 391 _ — _40.9_ -_ vC1, sta 1 conf vol - __ _ vC2, sta 2 conf v ol_ vCu, unblocked vol 733 391 409 tC, sin gle (s) _ __ -- 6.4 6.2 _ - 4-1 _ --- -- tC, 2 sta ge (s) - -- tF (s)_ __- _ _ _ 3.5_ 3.3 2.2 _f p0 q ueue free % 100 88 100 cM capacity (vehlh) 362 657 1150 Volume Total _77 409 39 3 Vo lume Left 0 0 0 Volume Right . _ _ _ 77 36 _ 0 cSH 657 1 700 1700 - - C - -- - Volume to apacity - _11. 1— 2 _ 0.24 0.23 Queue Length 95th (ft) 10 0 0 - Control Delay (s) --- - - _ - 11.2_ 0.0 L ane LOS B ApproachDelaY_(S) 11.2 0.0 0.0 - - -- - - - - - -- -_ - - - - -- Approach LOS B Intersection Summary Average Delay 1.0 Intersection Ca pacity Utilization -_ 30.6% ICU Level_ of Service A _ Analysis Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 5 0 Ervin - Senseny Road Property 2010 Build -out Conditions _SAT 7: Senseny Rd & Site -Dr #2 101712006 Lane - — - - --1 • Adj. Flow (vph)__ 609 150 0 697 _ 0 6 5 Shared Lane Traffic %)_____ Ideal Flow (vphpl) 1900 1900 1900 19 00 1900 190 677 Storage Length (ft) _ 100 0 _ _ 0 Yes _ No Stora Lanes - - 1 0 Lane Ali 0 1 Left .aPer Length (ft) -- _ 25 25 - -- 12 12 Lane Ulil. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0 - - - - Frt -- — ^ -- 0.850 - —_ - -- -- 0.865 _ - - -- Flt Protected Headway Factor _ _ Satd. Flow (prot)_ _ _ 1 8 . 6 3 1583 0 _ 1863 __.00_____ Turning Speed (mph) Flt Permitte 15 15 9 Sig Contrcl _ Free_ Satd. Flow (perm) ^ _ 1863 1583 — 0 18 _ _ _ 0 1 611 Link Speed (mph) 45 Area Type_ __Other 45 45 —_ Link Distance ft -- 405 400 141 _ Travel Time (s) 6.1 6.1 2.1 Lane - — - - --1 • Adj. Flow (vph)__ 677 167 0 774 0 72 Shared Lane Traffic %)_____ Lane Grou Flow (vph) 677 167 0 774 __ 0 72 Enter Bl ocked Inter section_ Yes _ No No as No Na Lane Ali — Left Ri ght Left Left Left MedianWidth -- - -- 12 12 _ _ 0 - - - -- -- -- - - -_-- - - _ - - - - -- Link Offset 0 0 ----- 0 - - - - -- - - - - - -- - - --- -- Crosswalk Width _ -- _ 16 _ 16_ - - 16 _ --- -- -- - - - -- -. -- - Two way Left Turn La Headway Factor _ _ - 1._0_0_ 1.00 1.00 _ 1_.0 1 .00__ __.00_____ Turning Speed (mph) 9 15 15 9 Sig Contrcl _ Free_ Fr ee - Stop Intersection Summary Area Type_ __Other Analysis Period (min) 15 42.7° • Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions _SAT 7: Senseny Rd & Site -Dr #2 10/7/2008 ® ­0� -%* Lane Confi gurations 677_ 167 _ 774 + _ Volum Left 0 0 _ Valume /h) 609 150 0 697_ _0 72 - - cSH Sig Control - Fre 1700 475 Free Stop - - 0.46__0.15 Grade 0% 0 - - - 0 0 - -- 13 -- -- -- - Control Dela §)_ _ _TO Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0. - _ Hourly flow rate (yph) — _ _677 167 _ 0 _ 774 =- _ 0 72_ Pe destrians B Lane Width (ft)_ _ Walking Speed (fVs) -- - -- -- - - - - -...- - Percent Blocka Right tum flare (veh) — Media type _ - -,__ __None _ None_ Median stora veh) llp 405 _ 400 ___ _ pX, plato unblock 0.80 0.88 0.80 -- -- 'vC, conflictin volume __ - -- - -- __ _ _ 843 - -- - _ vC1, sta 1 conf v ol _ vU stag 2 conf vol vCu, unblocked V ol 674 __1014 464 tC,_single(s) - - - - 4.1 _ _6,4_ 6.2— -- - - - - - -- ; tC, i stage ( s ) - - — -- - - tFF (s) - -- -- - -- 22_2 -- - 3.5 - -- 3 .33 - -- p0 q ueue free % 100 100 85 _ ® cM capacity_(vehm) _ 729 2 32 475 - - Volume Total _ 677_ 167 _ 774 72 _ Volum Left 0 0 0 0 Volume Right _ - - - - 0 --- 167 -- _0 72 - - cSH 1 700 1700 1700 475 Volume to Ca pacity - 0.40 0. 10 0.46__0.15 Queue Length 95th (ft) - - 0 - - - 0 0 - -- 13 -- -- -- - Control Dela §)_ _ _TO 0.0 0.0 13.9 Lane LO B -- - - - - - -- - -- ApproachDelay_(s)_ - _ O 0.0 _ - - -- 13.9 Approach LOS B Intersection Summary Average Delay 0.6 • Synchro 7 - Report Patton Harris Rust & Associates Page 7 0 0 • Ervin - Senseny Road Property 2010 Build -out Conditions - SAT 8: Senseny Rd & Orrick Property Site - Driveway 1 01712008 � -, ;ll, ` ~ � °\ 11 Lane Volume (vph) 315 318 41 95 294 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1 900 1900 1900 1900 1900 - - - - -- - - -- storage Length(ft) 0.0 0.0 10 0 0.0 0 0.0 0 0 Detector 1 Dela (s) 0 __ Storag Lanes 1 _ _ 0 . - - _ 1 _100 1 _10 1 1 0.0 0 0 1 Taper Length (ft)_, -_ _ - 25 94 25 _ 25 _ _ 2 25 -- __ 25 _ _ 25 _ _- _ 25 Lane Util. Facto 1.00 1.00 1.00 1. 1_.00 1.00 1 .00 1.00 1._00_ 1. 0 0_ 0_ 1.00 _ _ Frt _ 0.850 _ _ 0 .850 _ Detector 2 Channel 0.850 -_ _ _ _ _ _ _0 Flt Protected _ __ _ 0.950 Detector 2 Extend (s) 0.950 0.0 0.0 Satd. Flow (prot) _ _ 0.950 _ 1 770 1863 1583 1 77 0 _ _ _158 1770 1583 _ _ 0_ 0 __0.9 177 _ 1583 _ _ Flt Permitted 0 .519 __Perm 0 .531 _1863 2 0.710 6 0.729 8 Satd. Flow (perm) _ _ 967 1863 1583 98 1863 2 1 _ _ 0 __ 0 1358 _1583 _ Rig Turn on Red _ - - _ Y es -_ _ - _1 503 Ye 6 _1 Yes - - _ -_ Yes Satd. Flow (RTOR)_ 46 83 _- _ _ ___ _ _3 Link Speed (mph) 45 _ _- _ _ 45 _ 45 45 _ L ink Distance (q)_ 400 -_ _ 219 _ Travel Time (s) _ -_ _ _ - 6.1 _ _ _ _36 5.5 _ _ 3.3 4.5 _ Peak Hour Factor 0. 0.90 0.90 0.90 _0. 0.9 0.90 0.90 _ _0. 0.9 0_ _0.90 _ _ Adj. Flow (vph)_ _- 350 353 46 106 -- 327_ - 83 144 0 43 72 __0 0 _3 Shared Lane Traffic ( %)_ -_ _ - _ _ _ _ _ _ Lane Group Flow (vph) 350 353 46 106 327 83 144 4 3 0 0 72 304 Enter Blocked Inters - No - No No - No No No _ No No Na _ No _ - No _ No _ Lane Alig Left Left Ri ght - _Left _ [0 Rig _ Left L eft Right Left _ Left Right - Median Width - 12 12 _ - -___ 12 12 Link Offset(ft) - - 0 0 0 0 Crossw Width ft 16 16 _- _ 16 _ - _ 16 Two way Left Turn Lane _ _ Head way Factor __ _ _ _1_.00_ 1.00 _ 1_.00 1.00 1.00 _ 1.0 _1.00_ ` 1._0 0 _ 1.0 _ 1_.00_ - __ _1 - Turning Speed (mph) 1 5 9 15 9 15 9 4 9 NumberofDetectors _ - 1 2 1 - 1 - 2 - 1 - 1 1 - -- 2 - - - 15 _1 - 2_ - -_ 1 Detector Te mplate Le ft Thru Rig Left Thru Right Left Thru Left Thru Right Leading Detector (4)_ _ 20 20 20 100 20 - o -_ 20 100 _ 20 100 _ 20 _ _ _ Trailing Detector (ft)_ _ _ 0 - 100 0 0 _ _ 0 0 0 0 l 0 0 _ Detector 1 Positi on(ft) 0 0 0 0 0 0 0 __- 0_ 0_ 0_ 0 A . Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 20 Detector 1 Type , _ _ CI +Ex C I +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI+E CI +Ex CI +Ex CI +Ex D etector 1 Extend O_ - - _ _ 0.0 0.0 - 0.0 0.0 - _ 0.0_ - - _ 0.0__ - - 0.0 - -0. - 0 _ - - - _ _ 0 - - 6. _ 0 - -- 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Dela (s) _1.0 _ 0.0 0.0 _ _ _ 0 . - - _ OA O A____ 0. 0_ _ 0.0 _ _ - 0. 0__ 0.0 0.0 Detector 2 Po sition(ft) 94 94 _ 94 94 Detector 2 Size 6 - 6 _ 6 _ _ 6 - J Detector 2 T CI +Ex CI +Ex _ CI +Ex C +Ex Detector 2 Channel _ Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Tu rnT _pm +pt__ Perm Perm _P erm Perm Perm __Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 • Synchro 7 - Report Patton Hams Rust & Associates Page 8 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions _SAT 8: Senseny Rd & Orrick Property Site- Driveway 10/7/2008 awacn rnase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum S plit (s)____ 12.0 12.0 12.0 1 2.0 12.0_ 12 12.0 12.0 12.0 12.0 12.0 Total Split (s) 14.0 65.0 65.0 51.0 5 1.0 51.0 25.0 25.0 0.0 2 5.0 25.0 25.0 Tol !al plit ( %) - - 15_ 6% 72.2% 72.2% 5 6 . 7 %_ _ 56.7 %_ 56.7 27.8% 2 7.8% 0.00% _ 2 7 .8% 27.8% 27.8 °k_ Maximum Green (s) 8.0 59.0 59.0 45.0 4_5.0 4 5.0 19.0 19.0 19.0 19.0 19.0 Yet low Time (s) - _ _ _ _ 4.0 4.0 4. 0 _ _4.0 _4.0 _ _ _ 4 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 Lost Time Ad just (s) 0.0 0.0 0.0 OA 0 .0 0.0 0.0 0. 0 UO 0.0 _ 0.0 0.0 To tal Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 6.0 - - - -- Lead /Lag - - - Lag - - -- Lead Lead Lead -- - -- - -- - Lead -La Op timize? Yes Yes Yes Yes Vehicle Extension s - 3.0 3.0 3.0 3.0 _3 3.0 3.0 1 3.0 _ _ 3.0 Recall Mode N one C -M ax C -Max C -Ma C -Max C -Max Max Max Max Max Max _ Act Effct Green (s)_ _ __ 59.0 59.0 _ 59.0 45. _ _ 4 5.0 _ 19. 19.0 _ _ 19.0 _ 19.0 Actuated g/ Ratio 0. 66 0.66 0.66 0.50 0.50 0.50 0.21 0.21 0.21 0.21 - v/c Ratio 0.50 0.29 0.04 0.21 0.35 0.10 0. 52 0.06 _ - 0.25 0.5 Control Dela 7.5 5.3 1.1 14.1 --- 15.0 - - 3.2 - - - 39.0 0.1 - - --- 32.4 7 .5 - - Queue Dela _ _ - -- - _ 0.0 -- 0.0 0.0 OA 0. 0 .0 0.0 0. 0 - -__ 0 _ O Total Dela 7.5 5.3 1.1 14 .1 15.0 3.2 39.0 0.1 32 .4 7.5 LOS - A A A B B A D A C A App roach Dela 6. 12.9_ 30.1 12.3 APP roach LOS -- _ _- - A - - -- B -_ C _ Queue Len gth 50th (ft) • 50 50 0 32 107 0 73 0 34 0 Queue Len gth 95th (ft) - m 69 m69 m2 65 -- 1fi7 22 1 34 0 _ _- 73_ 66 Internal Link Dist (ft)_ _ 320 _ 139 215 Turn Bay Length (ft)__ _ 1 _ 1 _ _ 100 _283 _ 100 _ _ _ Base Ca pacity (vp 705 12 21 10 54 495 932 833 2 79 765 287 574 Starvation Ca Reductn 0 0 0 0 0 0 _ - 0 0 - -_ _ _ 0 0 Spillback Ca Reductn 0 0 0 0 _ 0 0 0 0 Storage Cap Reduct - 0 0 0 0 0 _0 0 0 _- -_ _ 0 _ 0 Reduced v/c Ratio _ _ 0.50 0.29 0.04 - 0.21 0.35 0.10 0.52 0.06 0.25 0.53 Intersection Summary Area Typ Other Cycle Leng 90 - -- -- --- -__ -_- -- _ - -- _ - _ -- Actuated C ycle Lenglh_90 Offset: 0 (0 %), Referenced to pha 2:EBTL and 6:WBT Start of Green _ Natural C 50 Control T Actuated - Coor dinated_ _ _ _ _ -- __ Ma ximum v/c Ratio: 0. Intersection Si gnal Delay_11.7 _ _ _ Intersection LOS: B - Intersection Ca pacity Utilization 61 .8% ICU Le vel o f Service B Analy Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal • Synchro 7 - Report Patton Harris Rust & Associates Page 9 0 • • Ervin - Senseny Road Property 2010 Build -out Conditions _SAT 8: Senseny Rd & Orrick Property Site - Driveway 1017/2008 Splits and Phases: 8: Senseny Rd & Orrick Property Site - Driveway 9 o2 adb o4 != 6 06 � m5 4 A t 08 51['s ,;a xr + � '. ■14s`�` ;:. 10 25's.ae.,.:`::: ■ Synchro 7 - Report Patton Harris Rust & Associates Page 10 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions 3: Senseny Rd & Greenwood Rd 1om2008 0 --* --,, --* f t.0\ t d Lane Confi gurations I T+ Left I_ _ T _ 1 T i t __ F Le ft 4 F Vo ume l (vph)_ - _ _ 174 255 52 81 27 7 112 58 78 _ 82 85 113 228 Ideal Flow (vphpl) 1900 1900 1900 _ 1900 _ 1 90 0 _ 1900 1900 1900 1 900 1900 1900 1900 _ Storage Length (ft) 150 _ _ - - 0 90 - 1 00 100 _ 16 -- 1 - 0 _ 150 Storag Lanes _ 1 _ 0 _ _ _ - 1 1 1 1 0_ 1 Lper Length (tt)_ 25 - 1.00 25 _ 2 5 25 1.00 _1.00 25 25 _ 1.001.00 25 _ Lane Ulil. Factor 1.00 1.00 1.00 1 .0 . 0 _ 1 ._00_ 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.974 - 2 1 _ _ 0 1 _ 2 0.8_50 _ -. - 2 0.85 Fit Protected 0.950 L eft Thru 0.950 Thru _ Right 0.950 Thru Right Lett 0.979 _Right Satd. Flow (prot)__ 1770 1814 0 17 70 1863 1583 1770 1863 1583 0 _1824 _ 1583 _ Flt Permitted 0.489 0 0 0.549 0 0 -- -- 0.488 0 -- 0 - 0_ - 0.821 0 Satd. Flow (perm) _ 911 1814 0 1023_ _ 186 1583 909 1863 158 3_ _ 0 1529 15 83 Right Turn on Red Detector 1 Size 20 Ye 20 - Yes 20 - Yes _ 6 _Yes Satd.Flow O RTOR - _ 14 CI +Ex - CI +E 124 C I +Ex CI +Ex 91 CI +E_x_ _ CI +Ex_ 253 - - - -- Link Speed (mph) -- -- 45 45 45 45 Link Distance (ft) _ 536 0.0 0.0 400 _ 0.0 300 _ 518 _ _ Travel Time (s) _ 8.1 0.0 _ _ 6.1 0.0 0.0 4.5 0.0 0.0 7.8 0.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0_.90_ _ 0.0 _0 .900.90 0.0 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 19 283 5 8 90_ 308 124 64 87 91 94 126 253 Shared Lane Traffic ("/o)_ - _ Detector 2 Size 6 _ 6_ 6 6 Lane Grou Flow (vph) Detector 2 T 341 0 9 0 308 12 64 87 9 0 220 253 _ Fntar Rlnrked Intersxtinn _ 193 No No No No No - No No No Na No No No Lane Alig L eft Left Ri L eft Left Right Left Left Right Le ft Left Ri ght - Median Width ft 12 12 _ 12 - 12 Link Offset 0 0 0 0 _ Crosswalk Width ( ft _ _ - - 1 _ - -- _ 16 - -- _ 16 -- - - - 16 - -- _ - . . Two way Left Turn L ane-- -- Headway Factor - 1.00 1.00 1.00 1.00 _ - 1.0 `. 1.00 1.00 1.00 _1.00 _ _ 1.001.00 _ 1.00 Turning Speed (mph)_ 15 9 15 9 15 9 15 9 Number afDctor ete - 1 - 2 1 2_ 1 1 _ 2 1 1 -. - 2 Det L eft Thru _ _ Le ft Thru _ Right Le ft Thru Right Lett _Thru _Right Leading Detector (ft) _ - 20 100 - 20 - -- _ 1_00 __ 20 20 100 _ 20 20 _ _ 100 _ _ _ 20 Trailing Detector (ft) 0 0 0 0 0 -- -- 0 0 -- 0 - 0_ - 0 - 0 Detector 1 - Position (ft)_ __- - - _ 0 - 0 _ 0 _ _ 0 0 0 _0 _ 0 _ _ 0 0 _ 0 Detector 1 Size 20 6 20 6 20 20 6 20 20 6 20 Detect 1 Type _ G + _ Ex CI +Ex - CI +E CII +Ex __ _CI +Ex C I +Ex CI +Ex CI +Ex_ CI +E_x_ _ CI +Ex_ _ _CREx Detector 1 Channel Detector 1 Extend (s)__ 0 0.0 0.0 0.0 0.0 0.0 0.0 _ 0.0 0.0 _ 0 0.0 Detector 1 Queue (s) 0.0 0.0 _ 0.0 _ _ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Dela y_(s) 0.0 0.0 0 _ _ 0.0 0.0 _ 0.0 0.0 0. 0_0 .0 0.0 0.0 Detector 2 Position 94 94 94 94 Detector 2 Size 6 _ 6_ 6 6 Detector 2 T CI +Ex CI +Ex CI +Ex CI +Ex Detector 2 Channel _ _ _ _ _ Detector 2 Extend (s) 0.0 TuI rn T pm +p pm +pt _ ____ Perm Perm _P erm Perm _ Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 1 0 0 Ervin Senseny Road Property 2010 Build -out Conditions-AM-Improvements 3: Senseny Rd & Greenwood Rd 10/7/2008 • , --,, --v *-- 'I- .6\ 4 /"� v d r Switch Phase _ __ Minimum Initial (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 Minimum S plit (s) _ _ _ 12.0 12.0 _ _ _ 12,0 _ __ 12.0 12.0 12.0 _1 _ 12.0 12.0 12.0 Total Split (s) 17.0 43.0 0.0 12 38.0 38.0 35.0 35.0 35.0 35.0 35.0 35.0 Tot tat S plit ( %a)__ _ - 18.9% 47.8% 0.0% 13.3% 42.2% _42. 38.9% 38.9% 38.9% 38.9% 38.9% 38.9% Maximum Green (s) 11. 37.0 6.0 32.0 32 .0 29.0 29.0 29.0 29.0 29.0 29.0 _ Yellow Time O__ _ _ _ 4 4.0 _ _ 4 _ 4 _ 4.0 _ 4.0 4.0 _ 4A 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 Lost Time Ad just (s) 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 6.0 6.0 6 6_0 6.0 6.0 6. 0 LeadlLag Le ad La Le ad _6.0 - Lead -La O ptimize? Yes Yes Yes Yes _ _ Vehicle Extension (s) _ _ _ 3.0 3.0 3 .0 _3.0_ _ Yes _ 3.0 3.0 3.0 3.0 3.0 _ 3.0 3.0 Recall Mode None C -Max N one C_ - Max C -Ma None None None N one N one Act Effct Green (s)_ -- 56.8 48.6 _ 51.3 44.0 __ 44.0 18 18.5 1 8.5 _ _No 18.5 18.5 Actuated g /C Ratio 0.63 0.54 0.5 0.49 0.49 0.21 0.21 0.21 _ 0.21 0.2 __ v/c Ratio 0.35 0.1 _ 0_34_ _ 0. 0.34 0.23 0 .23 _ _ _ 0.7 0.48 Control Dela _ 0.29 8.1 15.0 5.6 10.9 1.4 33.6 29.2 7.3 - 44.4 - 6.8 _ Queue Dela _ 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0_ 0.0 _ 0.0 Total Delay 8.1 15.0 5.6 10.9 1.4 33.6 29.2 7.3 __ - 4 4.4 6.8 LOS A B - A _ B - A C C_ A - -- D A __ -- -- App roach Dela --- 12.5 -- 7.7 22.1 2 4.3 - _j App roach LOS _ B - A _ C - _ C Queue Len gth 50th (ft) ® 36 104 12 48 0 32 42 0 117 0 Queue Len gth 95th (ft) 81 206 _ -_ - 20 12 4__ _ 1 _ 63 74 _ 34_ _ 1 54 Internal Link Dist (ft) 456 320_ 22 0_ _ 4 3_8 Tui rn Ba y Length (ft) _ 150 _ 9 _ _ _1 _ - 100 150 _ _ 150 Base Ca pacity (vph) 695 986 6 44 9 8 37 293 6 . 00 57 49 3_ 682 Starvation Cap Red uct n - _ _ 0 0 0 0 ___ 0_ 0 0 _ _ _ 0 ____ 0 S pillback Ca Reduct 0 0 _ 0 _ __ 0 0 __ 0 0 _ 0 0_ 0 Storage Cap Reductn _ _ _ _ 0 0 _ _0 _ _ 0 _ _0_ _ 0 0 0 _0 - 0 Reduced v/c Ratio 0.28 0.35 0.1 4 0.34 0.15 0.22 0.14 0.16 0.45 0.37 Intersection Summary Area Typ Other Cycle Leng 90 Actuated C ycle Length: 90 __ Offset: 2 (2 %), Referenced t o ph 2:EBTL and 6:WBTL Start of Green _ _ _- _ - _ Natural C 50 Control T Maximum v/c Ratio: 0.70 - Intersection S ignal Delay: 15.6 _ -_ _ - Intersection LOS: B - Intersection Ca pacity Util ization 56.5 - --- - - ICU Level - - -- of Service - - - -- B - - -- Analy Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 2 9 1J 0 Ervin - Senseny Road Property 2010 Build -out Conditions 3: Senseny Rd & Greenwood Rd 10/7/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd f o1 A.► o2 ° i > M X12 s ■ M13.•`s'�,�, ", w .� _ z +, � . �:� ■ 35 05 6 06 **s t e8 1ZS7KMWI IMHNSMAMMMIIMM a; Stu 35 s1'. r m mllt gz,pI • Synchro 7 - Report Patton Harris Rust & Associates Page 3 9 0 Ervin - Senseny Road Property 2010 Build -out Conditions — AM — Improvements 5: Site -Dr #1 & Greenwood Rd 101712008 fe t t Lane Confi _ I I f 1 1 1P t t_ -_ volume (vph) 0 0 3 3 2 1 186 1 17 0 0 2 246 Ideal Flow (vphpl) 1 1 900 1 1900 1 190 1 1900 1 1900 1 1 900 Storage Length (ft) 0 0 0 0 0 0 1 110 Storag Lanes _ 0 1 1 0 0 0 0 _ _ 0 25 2 25 2 25 _ 25_ Lane Util. Factor 1 1.00 1 1.00 1 1.00 1 1.00 1 _ 2 1.00 Frt -- - - -- 0 0.865 0 0.989 - - -- - - -- - - - - - - - -- - - -- Flt Protected _ Satd. Flow (prot) _ _ _ _ _- 0 1 1611 1 1842 _ _ 0 _ 1 1 Flt Per mitted _ Satd. F low (perm) _ __ 1611 1 1842 0 0 _ _ _ .0 1 1 863 Link Speed (mph) 4 45 4 45 _ 45 - Link Di stance (h) ._ 2 2 209 _ _ - - - 4 - _ _ __ - -- Travel Time (s) _ 3.7 3 3.2 4 4.5 _ _ _ 3 - 0.9 0 0.90 0 0.90 0 0.9 0 0.9 _ _ _ 0.90 Adj. Flow (vph) 0 0 3 36 2 207 1 19 0 0 2 2 - -- - - - - - -- - - --- -- - -- Lane Grou Flow (vph)_ - 0 3 36 2 226 0 0 0 0 2 2 - 0 Lane Ali Left Rig Left Ri ght Left Left MedianWidth 0 12 12_ ] ® Link Offset ft - 6 - - _- _ - 0 ` - -- -- - -- - -- (-)— 0 ------- Crossw Widt h(ft) _ - 16 16 16 i Two way Left Turn La _ Headway F actor _ _ 1_00_ 1.00 1.0 0_ _ _1.00 1.00 _ 1.00 Turning Speed (mph) -- 15 9 _ __9___ 115_ Sig Control _Slop Free F ree Intersection Summary Area Typ Other _ Control T ype: Unsignalized - Intersection Ca pacityU tiliza tion 2_0.8% _ ICU Level of S_e_rvic_e_A Analysis Period (min) 15 . Synchro 7 - Report Patton Harris Rust & Associates Page 4 . Synchro 7 - Report Patton Harris Rust & Associates Page 4 • ' • Ervin - Senseny Road Property 2010 Build -out Conditions_AM_Improvements 5: Site -Dr 41 & Greenwood Rd 10/712008 0 ` t t �' b Movement WBL WBR NBT NBR SBL SBT 0 Lane Confi - r T* volume to Ca pacity _0. t _ _- 0.16 Valume (veh/h)_ 0 32 186 _17 0 --NO T __ Sig Control Sto Free App roach Dela ( S ) - - - - 9.6 Free 0.0 - - - - - - - -- - -_ Grade 0% 0% Intersection Summary Peak Hour Factor 0.90 0.90 0.90 _ 0. 90 - - 0,4o 0.90 0. 20.8% ICU Leve of Service Hourly flow rate (vph)____ _ 0 36 207 19 _0__273 - Pedestrians Lane Width WalkingSpeed(fUs) - - - - --- - - ------ _ i - - - Percent e Rig turn flare (veh) - Median typ None -- _ None Median storage veh) _— - Up slream si gi al ((t) —__ 300 pX, p latoon unblo 0.95 6C, conflictin volume 489 216 _ 226 vC1, sta 1 confv - -- -_- - - - -_- vC2,stag _ _-- - -_ _ _- _ vCu, unblocked vol 437 216 226 _ Lc sin gle O_ ___ _ 6 6.2 _ 4.1 tC, 2 sta (s) _- lF(S) - - - - -- -- - - 3.5 3.3 ------ 21 - -- p0 q ueue free 1 00 96 100 - cM capacity (veh/h) ® 548 824 —_ r 34 �1 Volume Left 0 0 0 Volume Right _ 36 19 0 cSH 824 1700 1700 volume to Ca pacity _0. 0.13 0.16 __- Queue Len gth 95th (ft) - 3 0 0 Control Dela y - (s) - - - - - -- - 9.6 0.0 0.0 — . -- - - - - —- - - - -- A Lane LOS A App roach Dela ( S ) - - - - 9.6 0.0 0.0 - - - - - - - -- - -_ Approach LOS A Intersection Summary Average Delay 0.6 Intersection Ca pacity Utilization 20.8% ICU Leve of Service Analy Period (min) 15 - - • Synchro 7 - Report Patton Harris Rust & Associates Page 5 • Ervin - Senseny Road Property 2010 Build -out Conditions_AM_lmp rove ments 7: Senseny Rd & Site -Dr #2 10[712008 ® m° - 4\ /0 Lane Confi gurations -- - T - - --- r -- - - - )" - -- - -- - -- 346 76 0 471_ _ 0 3 4 Ideal Flow (vphpl) 1900 1900 1900 1900 190 Storage Length (ft) _ 1900 100 0 -- _— 0 — 0 - -- _ -- Stora Lanes - -__ -- _ 1 0 _- 0 - 25 - 1 - -- - Taper Length (ft)_ 25 25 _ 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 - - - -- - 0.865 -- - -- 4 -- Flt Protected Said. Flow (prot) ----- 1863 -- 1583 0 1863 - - - - -- 0 -- 1611 - ---- Flt Permitted - - -- --- S aid. Flow (perm) - 1863 1583 0 1863 _ _ - 0 Link Speed (mph) 45 45 45 Link Distance (R) 4 400 141 - — - _ _ Travel Time (s) 6.1 6.1 2.1 -- Peak Hour F actor 0.90 0.90 0.9 --- 0.90 0 .90 -_ , Adj. Flow (vph) 384 84 0 _0_90 5 2_3 0 38 Shared Lane Traffic _ - - - - - Lane Grou Flow (vph) 384 84 0 523 0 38 Enter Blocked Inter section_ Yes No No _Yes — No - - No Lane Alig Left Ri Left Left Left Righ Med Widlh (ft)___ - 12 -- 12 - - --- 0 - --- - - - - -- ----- - -- j Link Offset 0 0 0 Crosswalk Width • 16 16 16 Two way Left Turn Lane Headwa Factor 1.0 1.00 1.00 1 .00 _ 1.00 1_.00 Turning Speed (mph) 9 15 15 9 Sig Conirol Free Free__ Intersection Summary Area Typ Other _ Control T — Intersection Ca aci Utilization 28.2 /° p ty _ __ _ _ ° _ _ ICU Level of Service A _ Analysis Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 6 9 0 Ervin - Senseny Road Property 2010 Build -out Conditions 7: Senseny Rd & Site -Dr #2 10/7/2008 Lane Confi T r T F Volume (veh1h) - -- 346 76 0 471 Sig Control Free Free Stop 38 1 Grade - - -_ -- 0% -- -- — 0% 0% - — — - - - - -- - - -- - -- -' Peak Hour Factor - 0.90 0.90 0.90 0.90 0.90 0.90 38 Hourly flow rate (vph)_ 3 84 0 0 38 687 _ Pedestrians 4 69 _ _ _523_ _ _ 0.06 Lane Width 0 0 0 4 Walking Speed (ft/s) - - - - - -- - - - -- 0.0 - -- - - -- Percent Blocka 394 674 303 B Rig turn flare (veh) Medianl _ _ —_ N one _None 84 52 3 38 1 Median storage veh)_ 0 0 V 0 Up stream si gnal (ft)_ - _ 405 - 4 . 00 84 _ 38 pX, p latoon unblocked 0.93 0.90 0.93 687 co volume 'vC, nflictin 4 69 _ 908 384 0.06 vC1, sta 1 conf vol 0 0 0 4 vU. stag 2 conf vol 0.0 0.0 0. 0 - - -- vCu, unblocked vo 394 674 303 B tC, single ( §) -- -- - 4.1 -- - 6.4 6.2 - - - - -- - -- ' tC, 2 stag (s) B _ IF (s) _ 2.2 3.5 3.3 pO q ueue free % 100 N - - -_ _ -- _— cM capacity (veh/h) • 1086 - - 100 379 687 —_ ] - - - Vo lume Total 384 84 52 3 38 1 Volume Left 0 0 V 0 V olume R ight — 0 84 0 38 _ _ cSH 1 700 1700 1700 687 V olume to Ca pacity - - _ — 0.23 0.05 0.31 0.06 Queue Length 95th ((t)_ 0 0 0 4 - Co ntrol Dela (s) 0.0 0.0 0. 0 - - -- - - _ Lane LOS B — App roach Dela y_(s)_ . _ _ 0.0 0.0 _ im - - - - - - -- - Approach LOS B Intersection Summary Average Delay 0.4 - - -_ _ -- Intersection Ca pacity Utilization_ _ 28.2 _ IC_ U Le of S Analy Period (min) 15 _ ® Synchro 7 - Report Patton Harris Rust & Associates Page 7 0 9 Ervin - Senseny Road Property 2010 Build -out Conditions_AM_Improvements 8: Senseny Rd & Grocery Avenue 101712008 • s -. --v 'r * t 4\ 4 rIV. 1 4/ Lane Confi Shared Lane Traffic ' f__ __ T __F 'f__A +T f volume (vph)_ 137 219 24 50 312 33 62 0 22_ 23 _ - 0 9 7 Ideal Flow (vphpl)_ _ 1900 1900 1900 _ 1 900 _ 1900 _ 190 1900 1900 1900 1900 1900 1 _ Storage Length (ft) _ _ _ _ 150 No 100 100_ Left 1 0 Left 0 _ 0 _ _ - 0 Storag Lanes 1 Left 1 1 - 1 1 -- 0 _ 0 - Rig ht 1 L aper Length (ft) _ 25 ! _1.0 0 - Leh 25 _ 25 _ _ _ 25 25 0 25 _ 25 _ 2 5 Lane U til. Factor 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ Frt _ 16 0.850 0 .850 0.850 _ _ 0.850 _ Flt Protected __ 0.950 _ _ 0.950 _ _ _ _ 0.950 Headwa Factor ___ 1.00 0.950 1.00 _ Satd. Flow (prot) _ _ _ 1770 1863 1583 _1770 -_ 1 863 _ 1 1770 1583 _ 0 _0 _ 1770 1583, Flt Permitted 0.498 9 0.608 9_ 0.740 9 0.742 1 Said. Flow (perm) 928 1863 1583 1 . 1 3 3 _ 3 2 1378 1583 0 _ 0 _ _138 158 _ _ Rig Turn on Red _ _ Ri ght _ Yes __ Thru -- ---Y es Left Th ru __ Yes _ Right Yes -_ Said. Flow (RTOR)_ - 27 20 - -- _ _ 37 20 691 _ - _ _ ____1 20 - Link Speed (mph)_ _ 45 0 _ 45 0 0 45 0 45 0 Link Distance 400 _ 0 !_ _ 36 3 _ _ 0 219 0 295 J Travel Time (s) _ _ 0 6.1 Detector 1 Size (ft)_ 20 5.5 20 20 3.3 20 20 4.5 Peak Hour Factor 0 .90 0.90 0.90 0.90 - 0.50 CI +Ex 0.90 0.90 0.90 - -- - 0.90 - 0.90 0 .90 - _ Adj. Flow (vph) - 152 243 2 7 56 -- - 347 _0 .90 - 37 69 0 24 26 0 108 Shared Lane Traffic Lane Grou Flow (vph) 152 243 27 56 347 37 69 24 0 0 26 -_ 108 Enter Blocked Inter section No No No No N o No No No _ No _ No_ No La Lane Ali Left Left R ight Left Left Left Ri ght Left Right Median Widlh _ 12 -- _' 12 - Rig ht - Left 12 _ - Leh 12 - Link Offset 0 0 0 _ 0 Crosswalk NO __ 16 16 _ 16 1 _ Two way Left Turn Lane _ Headwa Factor ___ 1.00 1.00 1.00 _1.00 1.0 1 .00 1.00 1.0 1_00 1.00 _1_.00 , 1.00 Turning Speed (mph)_ 15 9 9 15 9_ 15 9 Nu of Detect 1 2 _ 1 _15 1 2 1 1 2 _ 1 2 1 Detector Tem plate Left Thru Ri ght Left __ Thru Rig Left Th ru __ Left_ Thru Right Leading Detector (ft) _ _ - _ 20_ 100 20 20 - -- _ 100 - - _ 20 -- 20 100 20 -- _100 - 20 - Trailing Detector (ft)_ 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Pos ition(ft) _ _ 0 _ 0 0_ _ , 0_ _ 0 _ _ 0 0 0 __ - _ 0 _ _ 0 _ _ 0 Detector 1 Size (ft)_ 20 6 20 20 6 20 20 6 20 6 20 Detector 1 T ype _ _ CI +Ex CI +Ex CI +E _ CI +Ex _CI +Ex C_I_ +E_x_ +Ex CI +E _ _ _ CI +E_x_ _C_ I +_Ex _CI +Ez Detector 1 Chan Detector 1 Extend (s) _ -_ 0.0 0.0 0.0 0.0 _ _0.0 _ _ _ 0. 0_ _ 0.0 0.0 0.0 _ 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 Detector 1 Dela (s) 0.0 0. 0.0 0.0 0.0 _ 0�0 0.0 0_0 _ 0.0 0.0 0.0 Detector 2 Position 94 94 94 94 Detector 2 Size 6 6 - 6 6 Detector 2 T CI +Ex CI +Ex _ CI +Ex CI +Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 TuI rnT pm +p Perm Per Perm _ Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 8 Ervin - Senseny Road Property 2010 Build -out Conditions 8: Senseny Rd & Grocery Avenue 101712008 ® -A -- P. i f- ~ t °, t 1 r Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 _ Minimum S plit (s)_ ____ 12.0 12.0 12.0 12.0 12. 12.0 12.0 12.0 _ 12.0 12.0 12.0 Total Split (s) 17.0 67.0 67.0 50.0 5 0.0 50.0 23.0 23.0 0.023.0 23.0 23.0 Tol tal S plit (%)__ _ 18.9% 74.4% 74.4% 55.6% 5 5.6% 55.6% 25.6% 25.6% _0.0% _25. 25.6% 25.6% Maximum Green (s) 1 61.0 61.0 44.0 44.0 44.0 17.0 17.0 17.0 17.0 17 .0 Yellow Time (s)____ 4.0 4.0 4.0 4.04_0 4.0 4.0 4.0 _ __4A_____4 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 - - -- -- Lost Time Ad just (s)_ -_ _ 0.0 0.0 0.0 -- 0 - ; 0 - - - -- _ _ DA _ 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 - Lead / __. _ _ - La g __ Lead _ Lead --- ---4.0- _ _6_. __- I Lead -La Op timize? Y es Yes Yes Yes Vehicle Extens 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 _ _ 3.0 3.0 3.0 Recall Mode None C -Max C -Max C -M ax C -Max C -Max Max Max Max -- Max Max - - Act Effct Green 61.0 _ 61.0 61.0 44.0 - - -- _ 44.0 _ 44.0 17.0 17. 0 17.0 17 .0 Actuated g/C Ratio 0.68 0.68 0.68 0. 0.49 0.49 0.19 019 0.19 0.19 v/c Ratio -_ _ 0. 0.19 0.02 0. 0.27 0.03 0.10 0.28 Control Dela 4.8 4.4 1.3 _ 13.1 16.0 _ 0.05 4.3 34.4 0.0 _ - - 31.4 8.6 - - Que Dela 0.0 0.0 0.0 _- 0.0 1.0 0.0 0.0 _ 0.0 0.0 _ Total Dela 4.8 4.4 1.3 _ 13 .1 16.0 4.3 34.4 0.0 31.4 8_.6 _- LOS A A A B B A C A - _ C _ A App roach Dela 4 14.7 25.5 13.1 -- App roach LOS A B - -- - - -- • Queue Len gth 50th (ft)_ 16 25 1 16 118 0 34 0 _ 12 _ 0 h 95th Queue Len (ft)_ - 31 45 m4 38 183 _ _ - 15 72 0 _ _ _ - 3 5 4 - 2 4 2 Internal Link Dist (ft) _ 320 283 . 1 3 9 _ _ 21_5 _ T rn B ay Length (ft) 150 100 1 0_0 _ _ _ 100 _ _ -- - I Base Ca pacity (vph) 732 126 1082 5 54 911 793 260 8 59 261 387 Starvation Ca Reductn _ - 0 0 0 0 0 0 0 0 _ 0 __ 0 Spillba Cap Reductn 0 0 0 _ 0 0 0 0 0 _ __ 0 0 Storage Cap Reductn _ _ _ 0 0 0 _ 0 _ 0 _ _ 0 0 0 0 __ 0 Reduced v/c Ratio 0.21 0.19 0.02 0.10 0.38 0.05 0.27 0.03 0.10 0.28 Intersection Summary Area Typ - Other -- - - - - -- - - -- -- - Cycle Leng 90 Actuated C ycle Length: 90 Offset: 88 (98%), Referenc to p hase 2:EBTL and 6:WBTL Start of Gree Natural C 40 Control T Actuated- Coordinated Inter section Ca pacity Utilization 49.1 ICU Le of Servic A - Ana Period (min) 15 _ m Volume for 95th percentile queue is metered by upstream signal. • Synchro 7 - Report Patton Harris Rust & Associates Page 9 0 0 • 0 Ervin - Senseny Road Property 2010 Build -out Conditions_AM_Improvements 8: Senseny Rd & Grocery Avenue 10m2008 Splits and Phases: 8: Senseny Rd & Grocery Avenue m2 o i l '' o4 67 sw I ill 23.rsIWIw , 6 e6 e5 Q I 4 e8 • Synchro 7 - Report Patton Harris Rust & Associates Page 10 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions_PM_Im prove ments 3: Senseny Rd & Greenwood Rd 101712008 • , _I __V t '� t /,� 1* d Lane Ideal Flow ( vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length ((t)_ ___ Storag Lanes 150 1 1 150 0 90 1 1 100 1 100 1 1 1 1 _ 0 0 _ 150 1 Lper Length (ft) 25 _ Thru 25 25 Thru 25 25 Thru 25 25 20 25 Lane Util. Factor 1.00 1.00 _ 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.978 0 0 0.8 50 0 Detector 1 Position 0.850 0 0 0 Flt Protected 0.950 0 0_ 0.950 0 _ 0 0.950 20 6 20 0.972 20 Satd. Flow (prot)___ 1770 1822 0 1770 1863 1583 1770 1863 15 . 8 3 _ 0 1811 1583 Flt Permitted 0.208 CI +Ex CI +Ex 0.210 Detector 1 Channe 0.380 0.630 Said. Flow (perm)_ 387 1822 0 391_ 1863 1583 708 1863 1583 _ 0 1174 1583 Rig Turn on Red 0.0 0.0 Yes 0.0 0.0 Yes 0.0 0.0 Yes 0.0 0.0 Yes Sald. Flow (RTOR) Link Speed (mph) 0.0 11 45 0.0 _ _ 45 84 0.0 45 17 0 _ 45 31 3 Link Distance (R) Detector 2 Position 536 94 400 300 _ _ 518 Travel Time (s) 8.1 6 6.1 6 4.5 6 7.8 Detector 2 T 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 Adj. Flow (v ph) 327 523 91 206 488 _ 139 137 2 24 170 _ 0.90 2_06 146 392 Shared Lane Traffic N 0.0 0.0 0.0 _. in-+0 I Lane Gmuo Flow Mir) 327 614 0 206 488 139 137 224 170 0 352 392 Enter Blocked Intersection No No No No No No N o No No No No • Lane Alig nment Left Left Right - - Left Left - Ri ght Left Left Ri ght - Left - Left Median Width 12 12 12 12 Link Offset(ft) 0 0 0 0 Two wav Left Turn Lane Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Tem plate Left Thru Left _ Thru Ri Left Thru Ri ght _ Left Thru Ri ght Leadin Detector (ft) 20 100 20 100 _ 20 20 100 2 0 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position 0 0 0 0 0 0 0 0_ _ 0 0 _ 0 Detector 1 Size( 20 6 20 6 20 2 0 6 20 20 6 20 Detector 1 T ype_ _ _ CI +Ex CI +Ex CI +Ex CI +Ex _ CI +Ex CI +Ex CI +Ex CI + CI +Ex CI +Ex C I +Ex Detector 1 Channe Detector 1 Extend (s) 0.0 0.0 _ 0.0 0.0 0.0 _ 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Dela (s) 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position 94 94 94 94 Detector 2 Size 6 6 6 6 Detector 2 T CI +Ex CI +Ex CI +Ex CI +Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn T in-+0 pm+p Perm Perm Perm Perm Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 1 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions_PM_Improvements 3: Senseny Rd & Greenwood Rd 10/7/2008 0 9 --I. - -v q t r `► 1 r 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lead -La O ptimize? Yes Yes Yes Yes Yes 38.3 25.7 4.8 63.5 8.6 ,Vehicle Extension (s)_ 3.0 3. 3.0 _0.0 3.0 3.0 3.0 3.0 _ 3 .0 3.0 3_0 Recall Mode None C -Max None _3 .0 C -Max C -Max None None None None None N one Act E(fct Green (s) 49.8 37.8 39.1 _3 2.5 32.5 29.6 29.6 29 _6 29.6 29.6 Actuated a/C Ratio 0.54 0.41 0.42 0.35 0.35 0.32 0.32 0.32 0.32 0.32 Control Dela 33.6 34.3 32.4 25.0 4.7 38.3 25.7 4.8 63.5 8.6 Queue Dela 0.0 0.0 0.0 _0.0 0.0 0.0 0.0 0. 0 _ 0.0 0.0 Total Delay 33.6 34.3 32.4 25.0 _ 4.7 38.3 25.7 4.8 63.5 8.6 LOS C C C _ C D C A E__ Ap proach Dela 34.1 2 3.5 22.3 3 4.6 App roach LOS C C C • Queue Len gth 50th (ft) 103 309 31 1 72 6 65 97 0 192 32 Queue Len gth 95th (ft) #231 #501 #105 # 45 131 159 4 #359 _ 109 Internal Link Dist (ft) 456 320 220 438 Tul rn Ba y Leng ((t)___ 150 90 100 100 150 _ _ ____ 150 Base Ca pacity (vph) 390 755 265 _ 658 613 239 628 64 6 _ 741 Starvation Ca Reductn 0 0 0 0 0 0 0 0 _� _396 _ _ _ 0 - --- 0 Sp illback Ca Reductn 0 0 0 _ _ 0 0 0 0 _ 0 0 0 Storage Cap Reductn 0 0 0 _ 0 0 0 0 _ 0 _ 0 0 Reduced v/c Ratio 0.84 0.81 0.78 0.74 0.23 0.57 0.36 0.26 0.89 0.53 Intersection Summary Area Typ Other Actuated EM ICU Level of Service E ® Synchro 7 - Report Patton Harris Rust & Associates Page 2 Total Split (s) 18.0 43.0 0.0 12.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 Tot tat S plit ( %)_ 19.6% 46.7% 0.0% 13.0% 40.2 40.2% 40.2% 40.2% 40.2% 40.2% 40.2% 40 .2% Maximum Green (s) 12.0 37.0 6.0 31.0 31.0 31.0 31.0 31.0 31.0 31.0 31.0 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions_PM_Improvements 3: Senseny Rd & Greenwood Rd IOM2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd m1 ' 02 +b o4 o5 6 o6 qt> 08 1 8rMEMM 1113 7s mm ® Synchro7- Report Patton Harris Rust & Associates Page 3 9 Ervin - Senseny Road Property 5: Site -Dr #1 & Greenwood Rd • 0 2010 Build -out Conditions_PM_Improvements 10/712008 Said. Flow (prot) 0 1611 1842 0 _ _ 0 1863 Flt Permitted Storage Length (ft) Storag Lanes 0 0 0 1 Said. Flow (perm) 0 1611 _ 1842 _ 0 _ 0 1863 Link Speed (mph)_ 45 45 45 Link Distance (ft) 242 — 209 _ _3 _ — ] Travel Time Is1 3.7 3.2 4.5 Ideal Flow (v phpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) Storag Lanes 0 0 0 1 _ _0 0 110 0 Taper Length (ft)_ Lane Util. Factor 25 1.00 25 1.00 1.00 25 1.00 _ 25 1.00 1.00 Frt _ Link Offset 0.865 0.989 0 0 Flt Protected 4c �c —_ —_— �c — Adj. Flow (vph) 0 92 439 40 0 442 Shared Lane Traffic (%)__ Lane Grou Flow (vph) Enter Blocked Intersectio 0 92 No No 479 _ 0 Y es No 0 442 No Yes Lane Ali Left Ri _ Left Ri _ _ L eft L eft Median Width 0 12 12 _ Link Offset 0 0 0 F7 4c �c —_ —_— �c — Two way Left Turn Lane Headwa Factor 1.00 1.00 1.00 1.00 _ 1.00 1.00 Turning Speed (mph) 15 9 9 15 _ Sig Control Stop Free Fre Other _ ICU Leve of Service A ® Synchro 7 - Report Patton Harris Rust & Associates Page 4 t T P 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions_PM Improvements 5: Site -Dr #1 & Greenwood Rd 10/712008 ® 4-� t t �► l Movement WBL WBR NBT NBR SBL SBT Lane Confi r j t Volume (vehm) 0 83 395 36 0 398 Sig Control Sto Free Free Grade 0% 0% _ 0% _ Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Lane Width (ft)_ Walking Speed (f /s) Percent Blocka Rig turn flare (veh)_ Median typ _ None _ None Median stora veh)_ Up stream si gnal (ft) _ _ 300 pX, platoon unblocked 0.92 vC, conflictin volume 901 459 _- 479 vC1, sta 1 conf vol vC2, sta 2 conf vol vCu, unblocked vol 848 459 479 IC, single (s) 6.4 6.2 4.1 DO q ueue free % 100 85 100 cM capacity (yehlh) 305 602 1083 Volume Left Queue 12.1 1700 La LOS ._, , - - - -- B - -- --- - -- — - — - App roach Dela (s) _ 12.1 0.0 0.0 Approach LOS B Intersection Summary Average Delay 1.1 Period Synchro 7 - Report Patton Harris Rust & Associates Page 5 • s Ervin - Senseny Road Property 2010 Build -out Conditions 7: Senseny Rd & Site -Dr #2 101712008 • __O� `*,---, t Lane Storag Lanes Taper Length (ft) 12 1 25 0 25 Link Offse 0 25 1 _ 25 Lane Util. Factor 1.00 1.00 16 1.0 1.00 1.00 Frl 0.850 _ 1.00 1.00 1.00_ 1.001. _1.00_ 0.865 Flt Protected 9 15 15 9 Sig Control _ Free Stop Satd. Flow (prot)_ Flt Permitted Satd. Flow (perm) _ 1863 1863 1583 1583 0 0 1863 1863 0 0 1611 1611 Link Sp (mph) 45 45 45 Link Distance 405 400 141 _ Travel Time (s) 6.1 6.1 2.1 Shared Lane Traffic Lane Grou Flow (vph) 710 189 0 833 0 86 Enter Blocked Inte rsectio n Yes No No Yes No No Lane Ali Left Ri ght Left Left Left Riq Median Width (ft)___ 12 12 _ 0 Link Offse 0 0 Crosswalk swalk WO ® 16 16 16 6 — � - - Two way Left Turn Lane Headwa Factor 1.00_ 1.00 1.00_ 1.001. _1.00_ Turning Speed (mph) 9 15 15 9 Sig Control Fre Free Stop Analysis Period (min) 15 0 _ ICU Level of Ser A Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 0 Ervin - Senseny Road Property 710 189 2010 Build -out Conditions vCu, unblocked vol 7: Senseny Rd & Site -Dr #2 982 4 L, single (§) 4.1 10/712008 • tC, 2 sta 0 1700 86 4 61 _ tF (s) —_ - -- p0 q ueue free % 2.2 _ 100 _ _3.5 100 _3.3 —- -- _ -- _ — 1 c M capacity (veh /h) _ 671 _ 234 Movement EBT EBR WBL WBT NBL NBR 0.0 Lane Confi + r Approach LOS + r B Volume (veh /h)___ _ 639 170 0 750 _ 0 _ 77 Sig Control Free Free S top Grade 0% 0% 0% Hourly flow rate (yph)__ 710 189 0 833 0 _ 86 Pedestrians Lane Width (ft) Walking Speed (ftls) _ Percent Blocka Rig turn flare (veh) _ Median t None None Median storage veh) llp stream si gnal (ft) 405 400 pX, p latoon unbloc 0.74 0 .85 0.74 vC, conflictin volume 899 _ _15 710 VC2, stag 2 conf vol 710 189 833 vCu, unblocked vol 687 982 4 L, single (§) 4.1 6.4 6 tC, 2 sta 0 1700 86 4 61 _ tF (s) —_ - -- p0 q ueue free % 2.2 _ 100 _ _3.5 100 _3.3 —- -- _ -- _ — 1 c M capacity (veh /h) _ 671 _ 234 4661 — —J 17 _ _ B App roach Del a y_(s) __ 0.0 Volume Total 710 189 833 86 _ Volume Left 0 0 0 0 V olume R ight _ cSH 0 1700 189 1700 0 1700 86 4 61 Volume to Ca pacity_ 0.42 0.11 0.49 0.19 Queue Len gth 95th (ft) Control Dela §) Lane LOS 0 _ 0.0 0 0.0 0 0.0 _ 17 _ _ B App roach Del a y_(s) __ 0.0 0.0 14.6 Approach LOS B 1 I ntersection Summary Average Delay 0.7 \� AF naly Period (min) _ Synchro 7 - Report Patton Harris Rust & Associates Page 7 • • Ervin - Senseny Road Property 2010 Build -out Conditions_PM_Improvements 8: Senseny Rd & Grocery Avenue 101712008 • ---* - -v 'r °-4- t /0 d r Lane 1900 1900 1900 1900 1900 1900 1900 1900 1 Storag Lanes 1 1 1 1 1 0 0 1 Lper Length (ft)_ __ 25 1.00 25 _ 25 __- _ 1.00 2 5 25 1.00 2525 25 Lane Util. Factor 1.00 1.00 1.00 1.0 0_ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Frt 2 0.850 1 _ 0 1 0.850 _ 1 ` 2 0.85_0 Flt Protected 0.950 Thru Ri ght 0.950 Thru _Rig 0.950 Thru Left Thru 0.950 Satd. Flow (prat)_ 1770 1863 1583 1770 186 1583 1770 1583 00 100 1770 15 _ Flt Permitted 0.454 0 0 1.411 _ 0 0.708 0 0 C 0.724 Satd. Flow (perm)_ -_ 846 1863 1583 766 1 863_ 15 83 1319 1583 _ 0 _ _ 0_ 1349 1583 Rig Turn on Red 20 6 Yes 20 6 Y es 20 6 Yes 6 _ Yes Said. Flow (RTOR)___ +Ex CI +Ex 51 CI +Ex - _64 _ 415 CI +Ex CI +Ex 318 Link Speed (mph) _ CI 45 45 45 45 Link Distanc K 4 00 _363 219 _ 295 Travel Time (s) 6.1 5.5 3.3 4.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0 0.90 0 .90 0.90 0_90 0_90 _ Adj. Flow (vph) 290 456 51 120 34 69 172 0 5 7 6 0 3 18 Shared Lane Traffic ( %o) - _j Lane Grou Flow (vph) 290 456 51 120 343 6 9 172 51 0 0 76 318 Enter Blocked Interse No No No No N o N N o No No _ No No No Lane Ali Leh Left R ight Left Left Rig Left _ Right Left Left Ri ght Median Width 12 12 - 12 - 1 LinkOffset( 0 _ 0 0 - 0 Crosswalk Width 16 Two way Left Turn Lane - -_ -- Headwa Factor _ 1.00 1.00 1.00 1.00 __- _ 1.00 _ - 1.00 1.00 1.00 _ 1.0 1.00 _ 1_.00 Turning Speed (mph) 15 9 15 _____ __ 9 15 _ - 9 15 _ _ _ _9 _ Number of Detectors 1 2 1 1 2 1 1 2 _ 1 ` 2 1 _ Detector Tem _ Left Thru Ri ght Left Thru _Rig Left Thru Left Thru Right Leading Detector (ft)_ 20 100 20 20 100 20 20 100 20 100 20 Trailing Detecto (ft) 0 0 0 0_ 0__ 0 0 0 0 C 0 _ Detector l Position 0 0 0 0 0_ 0 0 0 0 _ 0 0 D etector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 20 _ Detectors T ype_ +Ex CI +Ex CI +Ex CI +Ex CI +E x_CC I +Ex CI +Ex CI + CI +Ex CI +Ex . CI +Ez _ Detector 1 Channel _ CI Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0_ 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Tvae CI +Ex CI +Ex CI +Ex CI +Ex 2 Extend (s) 0.0 0.0 0.0 0.0 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 8 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions 8: Senseny Rd & Grocery Avenue 1017/2008 .-, --p. --* f- .-- °r 1 �° b d Total Lost Time (s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 6.0 Lead/Lag La Lead Lead Lead None C -Max C -Max C -Max C -Max C -Max Max Max Max Max 1.5 26.4 24.5 Total Delay 9.5 7.9 1.5 26A 24.5 6.1 34.9 0.2 28.7 6.2 LOS A A A C C A C A C A Approach Delay 8.0 22.5 26.9 10.5 Queue Len 50th (ft) 51 82 0 50 149 2 85 0 3 5 0 Queue Len 95th (it) m65 m101 m2 103 230 28 150 0 _ 72 63 Internal Link Dist fftl 320 283 139 215 1134 984 291 709 642 344 720 352 648 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 __ 0 0 Storage Cap Reductn r 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.40 0.05 0.41 0,48 0.11 0.50 0.07 0.22 0.49 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Synchro 7 - Report Patton Harris Rust & Associates Page 9 Maximum Green (s) 15.0 56.0 56.0 35.0 35.0 35.0 24.0 24.0 24.0 24.0 24.0 Natural C 50 Control T Actuated - Coordinated Maximum v/c Ratio: 0.50 Intersection S ignal Delay 14.7 Intersection LOS: B Intersection Caoacity Utilization 61.0% ICU Level of Service B • • • • Ervin - Senseny Road Property 2010 Build -out Conditions 8: Senseny Rd & Grocery Avenue 1017/2008 Splits and Phases: 8: Senseny Rd & Grocery Avenue •► o2 °db o4 62s€ .<w 90 s ■ v6 � 05 q l 4 08 4115 0121t 1030 rs - Kkrr. ■ Patton Harris Rust & Associates Synchro 7 - Report Page 10 0 0 E Ervin - Senseny Road Property 2010 Build -out Conditions 3: Senseny Rd & Greenwood Rd 10/712008 —P - V 'r � Lane Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1 k 4 % I 25 25 !BR NBL NBT NBR SBL r R 4 r 1.00 1.00 120 70 161 174 153 900 1900 1900 1900 1900 d 1900 Taper Length M_ _ 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 0.989 0 0.850 — 0 0. 850 _ 0.850 Flt Protected 0.950 0.950 _ _ _ 0.950 20 0 0.976 _ Satd. Flow (prot) 1770 1842 0 1770 18 1583 1770 1863 1583 _ _ 0 1818 1583 Flt Permitted 0.348 0.302 0 6 0.364 0 ____ 20 0.721 0 20 Rig Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) _ 5 99 193 _ _ _ 262 Link Speed (mph) 45 45 45 _ 45 Link Distance (fl) 536 400 300 Travel Time (s) 8.1 6.1 4.5 7.8 252 480 38 184 457 133 78 179 193 170 171 262 252 518 0 184 457 133 78 179 193 0 341 262 Enter Blocked Intersection No No No No No No No No No No No No ® Lane Ali Median Width Left Left Ri Left Left Ri Left Left Ri L eft Left Ri ght 12 12 12 1 2 Link Offset 0 0 0 — 0 Left Cross 16 16 16 _ 16 2 0 0 Two way Left Turn Lane 20 0 _ _ _ _ _ _20_ 0 NueberofDetectors 1 2 1 2 1 1 2 1 1 2 1 Detector Tem Left Thru Left Thru Ri ght Left Thru Ri ght Left T hru R ight Leadin g Detector (ft) Trailing Detector (ft) 20 0 100 0 2 0 0 10 0 _ 0 20 0 20 0 100 0 2 0 _ 0 _ _20_ 0 _1 0_ 20 0 Detector 1 Position Detector 1 Size(ft) 0 20 0 6 0_ 20 0 6 0 20 0 20 0 6 0 2 0 0 ____ 20 0 _ 6 0 20 rr I* Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 6 8 8 4 4 Detector Phase 5 2 1 6 6 8 8 8 4 4 4 Synchro 7 - Report Patton Harris Rust & Associates Page 1 Detector 2 Position 94 94 94 94 _ Detector 2 Size @) 6 6 6 6 Detector 2 Type CI +Ex CI +Ex CI +Ex CI +Ex • • • Ervin - Senseny Road Property 2010 Build -out Conditions_SAT_Im prove ments 3: Senseny Rd & Greenwood Rd 101712008 6.0 6.0 6.0 - - 6A 6.0 6.0 6.0 6.0 .r .r Tol lal S Plit (%) 13.3% 47.8% 0.0% 13_3% 47.8% 47.8% 38.9% 38.9% 38.9% 3 8.9% 38.9% 38.9% Maximum Green (s) Yellow Time (s) 6.0 4.0 37.0 4.0 6.0 4.0 3 7.0 4_0 37.0 4.0 29.0 4.0 29.0 4.0 29.0 4. 29.0 29.0 4.0 29.0 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 Total Lost Time (s) 6.0 6.0 4.0 6 .0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag _ Lead La g Lead _ Lag__ Lag 93111 �II Jlfl �J • Recall Mode None C -Max None C -Max C -Max None None None None None None _ Act Effct Green (s) _ 46.5 39.3 45.5 _ 38.8 38.8 26.0 26.0 26.0 26.0 26.0 Actuated g /C Ratio 0.52 0.44 0.51 0.43 0.43 0.29 0.29 0. 29 _ 0.29 0.29 v/c Ratio Control Dela 0.59 18.9 0.64 25,0 _ 0.49 11.0 0.57 17.2 0.18 2.9 0.40 31.3 0.33 26.1 _0 5 .1 _ _ _ 0.88 54. 0.41 5. 1 Queue Dela Total Dela 0.0 18.9 0.0 25.0 _ 0.0 11 0.0 17.2 _ 0.0 2.9 0.0 31.3 0.0 26.1 _ 0.0 5.1 _ _ _ _ 0. 0_ 54.4 0.0 5.1 LOS App roach Dela B C 23.0 B_ _ B_ 13.3 A C C 18.0 A D _ 3 A J App roach LOS C _ B B _^ _ ^c Queue Len gth 50th (ft) 71 233 30 153 4 34 76 0 175 0 Queue Len gth 95th ((t) 116 349 38 228 32 75 129 46 #315 52 Internal Link Dist (ft) 456 320 220 438 Tul rn Ba y Length (it)_ Base Ca pacity (vph) 150 425 807 _ 90 _ 803 100 738 100 218 600 150 641 _ _ _ 433 150 6 _88 Starvation Ca Red uctn Sp illback Cap Reductn Storage Cap Reductn ^_ Reduced v/c Ratio 0 0 0 0.59 0 0 __ 0 0.64 _374 _ 0 _ 0 0 0.49 __ 0 0 _ 0 0.57 _ 0 0 0 0.18 0 0 0 0.36 0 0 0 0.30 0 0_ 0 0.30 00 0_ 0 0.79 0 0 0.38 Intersection Summary Area Typ Other Cycle Leng 90 Actuated C ycle Leng 90 Offset: 0 (0 %), 'Referenced to p hase 2:EBTL and 6:WB Start of Green Natural C 60 Control T Actuated - Coordinate Maximum v/c Ratio: 0.88 _ Intersection S ignal Delay 21.6 Intersection LOS: C _ Intersection Ca pacity Utilization 79.3% ICU Level of Service D Analy Period (min) 15 # 95th p ercentile volume exceeds ca pacity, q ueue ma ybe long Queue shown is maximum after two c Synchro 7 - Report Patton Harris Rust & Associates Page 2 �J 0 0 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions 3: Senseny Rd & Greenwood Rd 1 01 7 12008 Splits and Phases: 3: Senseny Rd & Greenwood Rd 01 m2 a l b o4 82(s 0 43s •35 ,_ ,7ff; 05 6 06 Qp> 08 1227MI IN143 ■ 35t`s'». ' ' Patton Harris Rust & Associates Synchro 7 - Report Page 3 11 Ervin - Senseny Road Property 2010 Build -out Conditions • 5: Site -Dr #1 & Greenwood Rd 10/712008 4 - T P d 0 1611 1840 0 0 1863 45 4 - - -- -- - - -- -- -- 242 209 300 Volume (yph) __ 0 69 336 32 0 354 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft)_ 0 0 0 110_ _ Storag Lanes _ 0 1 _ _ 0 _ 0 Lper Length (ft) — _ 25 25 _ 25 25 Lane Ulil. Factor 1.00 1.00 1.00 1.00 _ __ _ 1.00 Fri ___ _- 0.865 0.988 _ 1.00 Fit Protected Satd. Flow (prot)__ 0 1611 1840 0 1 Flt Permitted _ _ __0 _ Adj. Flow (vph) 0 77 373 36 0 393 Shared Lane Traffic Lane Group Flow (vph) 0 77 409 0 0 393 is 0 Link Offset 0 0 Crosswalk Wdth 16 16 Headway Factor 1.00 1.00 1.00 1.00 _ _1 .00 1.00 Turning Speed (mph) 1 5 9 9 1 Sig Control Sto Free Free Intersection Summary Area Typ Other Control T ype: Unsig nalized Intersection Ca pacity Utilization 30.6 ICU Level o Service A Analysis Period (min) 15 Patton Hams Rust & Associates Synchro 7 - Report Page 4 • • • Ervin - Senseny Road Property 2010 Build -out Conditions 5: Site -Dr #1 & Greenwood Rd 10/7/2008 t T �° l Sig Control Sto Free _ Free _ Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Houdy flow rate (yph)_ 0 77 373 _ 36 - _ 0 _ 393 Pedestrians Percent Blocka Rig turn flare ( veh ) Median t None _ None Median storage veh) 1 0 vC1, sta 1 conf vol vC2, sta 2 conf vol 0 0 0 vCu, unblocked vol tC , single (s) 738 _ 6.4 391 6.2 _ _ 409 _ 4.1 tC, 2 sta (s) 6 57 1700 170 tF(s) — 3.5 3.3 _ 2.2 p0 q ueue free % 100 88 100 cM capacity _(veh /h) 362 657 1150 Volume Left 0 0 0 — . Volume Ri 77 — 36 ---- - - - - -- -------- - - -- -- — 0 ____ cSH 6 57 1700 170 Volume to Ca pacity 0.12 0.24 0.23 Queue Len gth 95th (ft) 10 0 0 ControlDela 11.2 0.0 0.0 Lane LOS B App roach Dela y_(s)___ 11.2 0.0 0.0 Intersection Summary Average Delay 1.0 Intersection Ca pacity Utilization 30.6% _ ICU Level of Service Analy Period (min) 1 5 Synchro 7 - Report Patton Harris Rust & Associates Page 5 • • 0 0 • Ervin - Senseny Road Property 2010 Build -out Conditions 7: Senseny Rd & Site -Dr #2 1 0/ 7 /2008 Storag Lanes 677 167 1 0 Enter Blocked Intersection 0 1 I?ap r- Length ([t) Lane Ali 25 25 Ri ght 25 _ 25 Lane Util. Factor Frt 1.00 1.00 0.850 1.00 _ 1.00 1.00 1 .00 0.865 Flt Protected Satd. Flow (prot) 1863 15 0 __ 186 _ 0 _ 1611 At Permitt Satd. Flow (perm) Link Speed (mph) 1863 45 1583 0 1863 45 0 45 1 611 Link Distance ([t)_ Travel Time (s) 405 6.1 400 141 6.1 2.1 _ Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 _ 0.90 Lane Grou Flow (vph) 677 167 0 774 0 72 Enter Blocked Intersection Yes No No Yes No No Lane Ali Left Ri Left Left Ri ght Median MIN 12 12 _ Left Link Offset 0 _ 0 _0 0 Control Free .._ = �, j ­ 11 ,.,., .........� ..... ...... .. Period (min) 15 Synchro 7 - Report Patton Harris Rust & Associates Page 6 Free 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions 7: Senseny Rd & Site -Dr #2 101712008 • __,� '%* 4 ,` '*-- 4 / 1, Lane Confi gurations + I 774 + Volume Left 0 0 Vol 609 150 0 697 _ -- -- - - - - -- Sig Control Free 1700 4 73 Free Stop 0.10 0.46 Grade 0% 0 0 0 % 0% Control Dela _ _ A 0.0 _ Peak Hour Factor _ 0.90 0.90 0.90 0.90 0 .90 0.90 B Hour flow rate (vph)_ _ 677 167 0 7 74_ _ _ 7 2_ Pedestrians B Intersection Summary —_ _ _0_ Average Delay LaneWidth — - - --- 0.6 — — -- - -- — - -- - - -� Walking Speed (Ws) - - - -- Analysis Period (min) 15 - - P ercentBlocka ge - _ —_ - —_ -- - -- _ Rig turn flare (veh) __ Median type _ None Non __ Median sto rage veh) Upstream signal (ft) __ _ 405 400 pX, p latoon unbloc 0.80 0.89 0.80 vC conflictin g volume 843 145 677 vC1, sta 1 conf vol _ _ vC2, sta 2 conf vol vCu, unblocked vol 683 1019 476 _ tC, single O _ 4.1 6.4 6.2 tF (s) 2.2 3.5 3.3 pO q ueue free % 100 100 85 cM capacity ()ehm) 732 233 _ 473 Volume Total 677 167 774 72 Volume Left 0 0 0 _ 0 Volume Ri _ 0 167 0 72 cSH 1700 1700 1700 4 73 Volume to Ca pacity 0.10 0.46 0.15 Queue Len gth 95th (fQ_ 0 0 0 13 Control Dela _ _ A 0.0 0.0 0.0 1 Lane LOS B App roach Dela y_( §)_ — 0.0 0.0 14. 0_ Approach LOS B Intersection Summary Average Delay 0.6 Intersection Ca pacity Utilizati 42.7 ICU Lev of Service — A Analysis Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 7 0 • • Ervin - Senseny Road Property 2010 Build -out Conditions-SAT-Improvements 8: Senseny Rd & Grocery Avenue 101712008 Lane Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 19 1900 1900 1900 Storaoe Lenath (ftt 150 100 100 100 0 F 0 0 Storag Lanes 1 1.00 1 1 1.0_0_ 1 1 1.00 0_ 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 _ _ Left Thru 0.850 Left 0.850 Left 0.850 _ 0.850 At Protected 0.950 100 20 0.950 1 20 0.950 100_ _ 20 0.950 Satd. Flow (prol)__ 1770 1863 1583 1770 1863 1583 1770 1583 _ 0 0 1770 1583 _ Flt Permitted 0.519 0 0 0.531 - - - -- 0 _ 0.710 0 - -- - - 0 - - 0 0.729 Satd. Flow (perm)__ 967 1863 1583 98 9_ _ 1863_ 1583 1323 1583 0 0 1358 1583 Rig Turn on Red _ CI +Ex Yes CI +Ex CI +Ex Yes CI +Ex CI +Ex Yes CI +Ex Yes Satd. Flow (R TOR)_ _ 46 83_ 546 -_ Link Speed (mph) 45 _ _ _ ___ 45 45 _ , _ _304 45 Link Distance (it)_ 400 _ _ _ _ 363 _ 219 _ _ _ _ _ _ 295 Travel Time (s) 6.1 5.5 3.3 4.5 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) 350 353 46 106 327 83 144 4 _3 0 304 Shared Lane Traffic N - 0 __7 Lane Grou Flow (vph) 350 353 46 106 327 83 144 43 0 0 72 304 Enter Blocked Intersection No No No Na N No No No No No N o N Lane Alignment Left Left Right Left _ Left Right Left Left Right Left Left Right • Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.0 1.0_0_ 1.00 1.00 1.00 1.00 1_00 1 .00 1 Turning Speed (mph) 1 5 9 15 _ _ 9 15 __ _ __ 9 _15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 1 Detector Tem _ Left Thru Ri Left Thru Ri Left Thru Left Thru Right Leading Detector (ft) 20 100 20 20 1 20 20 100_ _ 20 _20 Trailing Detector (ft _ 0 0 0 - 0 _ 0 0 0 _ 0 _ _ _ 0 _100 0 0 - Detector 1 Position 0 0 0 0 - - - -- 0 0 0 0 - -- - - 0 - - 0 -- 0 - -- Detector 1 Size -_ 20 6 20 - --- 20 - 6 --- 20 20 - - -- 6 - - -- 20 -- - 6 20 Detecto 1 Type CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex Detector 1 Channel Synchro 7 - Report Patton Hands Rust & Associates Page 8 Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Tut rn T pm +pt _ Perm Perm Perm Perm Perm Perm Perm Protected Phases 5 2 6 8 4 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions 8: Senseny Rd & Grocery Avenue 101712008 Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 - CO - 6.0 6.0 6.0 Total Split (s) 14.0 65.0 65.0 51.0 51.0 51.0 25.0 25.0 0.0 25.0 25.0 25.0 Tol tat S 8(%) 15.6% 72.2% 72.2% 56.7% 56.7% 56.7% 27.8% 27.8% 0.0% 27.8% 27.8% 27.8% Maximum Green (s) 8.0 59.0 59.0 45.0 45.0 45.0 19.0 19.0 19.0 19.0 19.0 Yellow Time (s) 4.0 4. 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 CO 1.0 6.0 6.0 Vehicle Extension (s) 3.0 1 00 3.0 3.0 3.0_ 3.0 3.0 3. 3.0 3.0_ 3.0 3.0 Recal Mode None C -Max C -Max _ C -Max _ C -Max C -Max _ M ax Max _ M ax Max Max A tcA EftctGreen (s) 59.0 59.0 59.0 45.045.0 45.0 19.0 19.0 _ _ 19 19.0 Actuated g /C Ratio 0.66 0.66 0 .66 0 0.50 0.50 0.21 0.21 0.21 0.21 v /cR atio 0.50 0.29 0.04 0.210 0.10 0.52 0.06 _ 0 .25 0.53 Control Dela 8.5 6.1 1.5 14.1 15.0 3.2 3 0.1 32.4 7.5 Queue Dela 0.0 0.0 0. 0_ 0.0 0.0 0.0 0.0 0.0 _ N _ 0.0 0.0 Total Dela 8.5 6.1 1.5 14.1 1 5.0 3.2 39.0 0.1 32.4 7.5 LOS _ A A A B_ _ _ B __ A D _ A C A Aooroach Delav 6.9 12.9 30.1 _ _ 12.3 _ • Queue Len gth 50th Queue Len gth 95th Internal Link Dist (ft 56 0 32 107 0 150 1 00 100 100 705 1221 1054 495 _ 9 32 833 279 765 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 0 73 66 21 5_ _ 0 0 0 0 0 0 0.25 0.53 • Intersection Summary Area Typ Other Cycle Length: 90 Actuated C ycle Lenglh_90_ _ Natural Maximum m Volume for 95th percentile queue is metered by upstream signal. Patton Harris Rust & Associates Synchro 7 - Report Page 9 • • • 0 0 Ervin - Senseny Road Property 2010 Build -out Conditions 8: Senseny Rd & Grocery Avenue 10/712008 ► e2 adb M 25 , rra� ,.., ■ 6 06 I f o5 �I o8 51 s I ■ il$rsaa.. ■ 25 s ..:.�,ey,.: ■ Splits and Phases: 8: Senseny Rd & Grocery Avenue Patton Harris Rust & Associates Synchro 7 - Report Page 10 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _AM • 3: Senseny Rd & Greenwood Rd 101712008 - --,, 7 d a- t 4 1 w I Ideal Flow (vphpl) Storage Length (ft) Storag Lanes {Taper Length (ft)_ _ 1900 150 1 25 1900 1900 0 0 25 1900 90 1 25 1900 1900 100 1 25 1900 0 0 25 1900 1900 150 1 25 1900 _ 0 0 25 1900 1900 150 1 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.979 Left 0.850 Left Thru 0. Leading Detector (H) 0.850 _ Flt Protected 0.950 _ Ri g ht 20 20 _ 0.950 20 - - m - 0.981 _ _ 0 0.979 _ _20 _ 0_ Satd. Flow (prof) 1770 1824 0 1770 1863 1583 0 1827 1583 0 1824 1583 _ _ Flt Permitted 0.291 0 0 0.348 0 0 Detector 1 Size 0.612 6 _ 0.757 20 Said. Flow (perm)__ 542 1824 0 648 1863 1583 0 1140 1583 _ _ 0 1410 1583 Rig Turn on Red CI + CI + Ye CI +Ex ___ Detec 1 Channel __ _ Yes Satd. Flow (RTOR) 11 Detector 1 Extend (s) ___ _Y _ 121 _ 0.0 __Y_e 140 _ _ _ _ 217 Link Speed (mph) Link Distance (ft) 0.0 45 628 Detector 1 Queue (s) _ 45 0.0 0.0 45 300 0.0 0.0 45 _ 0.0 Travel Time (s) 0.0 9.5 _ 0.0 _ _40 6.1 _ 0.0 4.5 0.0 0.0 7.8 0.0 Peak Hour Factor 0.90 0.90 0.90 0. 0. 90 0.90 0.90 0.90 0.90 0.90 94 0.90 Adj. Flow (vph 221 373 61 199 508 181 68 106 140 1 179 318 Shared Lane Traffic ( %) Lane Grou Flow (vph) Enter Blocked Intersection 221 No 4 No 0 No 199 No 508 No 181 No 0 No 174 No 140 No 0 No 317 No 318 No • Lane Ali Median Width ) Left Left 12 Ri ght L eft - Left 12 Ri Left Left 0 Ri ght - Left " Left Ri ght 0 Link Offset ft) _ 0 _ _ _ _ _ 0 0 0 Crosswalk NO T)_ Two way Left Turn Lane 16 _ _ 16 r� LJ Tur ning Speed (mph) 15 9 15 9 15 9 15 9 _ Numberof Detectors _ _ 1 _ 2 _ 1 2 1 _ 1 2_ 1 1__ 2 1 Detector Tem plate Left Thru Left Thru Left Thru Ri ght Left Thru R ight Leading Detector (H) 20 100 10 _ Ri g ht 20 20 100 20 100 20 _ Trailing Detector (ft) _ 0 0 _ _20 _ 0_ _ 0_ 0 0 0 _20 0 0_ 0 0 Detector 1 Position ft 0 0 _ 0 0 0 0 0 0 0 0 0 Detector 1 Size 20 6 20 6 20 20 6 20 20 6 20 _ Detector T ype +Ex CI +Ex _C I + +Ex CI+ Ex _CI +Ex_ CI +Ex CI +Ex CI + CI + CI + CI +Ex ___ Detec 1 Channel __ _ Detector 1 Extend (s) 0.0 0.0 _ _ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _ 0.0 0.0 0.0 Detector 1 Dela y_(s) _ 0.0 0.0 0.0 0.0 0.0 _ 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position 94 94 94 94 Detector 2 Size 6 _ _ 6 6 _] Detector 2 T CI +Ex _6 CI +Ex _- _ CI +Ex CI +Ex Detector 2 Channel _ Detector 2 Extend (s) 0.0 _ _ 0.0 _ _ _ _ _ 0.0 0.0 Protected Phases 7 4 3 8 2 6 7 Permitted Phases 4 8 8 2 2 6 6 Detector Phase 7 4 3 8 8 2 2 2 6 6 7 Synchro 7 - Report Patton Harris Rust & Associates Page 1 0 Ervin - Senseny Road Property 2016 Build -out Conditions _AM 3: Senseny Rd & Greenwood Rd 10/7/2008 6.0 6.0 -__ 6_ 0 0 s.o _U0_6 o 6.0 6.0 6 .0 -- 6.0 6.0 Maximum Green (s_)_ 8.0 36.0 9.0 37.0 37.0 27.0 27.0 27.0 27.0 27.0 8.0 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 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 Lost Time Ad just (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. 6.0 _ 6.0 6.0 6.0 _ _ 6 .0 6.0 6.0 6.0 Lead /Lag Lead -Lao Optimize? Lead Yes La g Yes _ Lead Yes La g - _ Yes Lag Yes 32.3 5.5 41.3 Lead Yes Recall Mode None Max None Max Max C -Max C -Max C -Max C -Max -Max None Act Eftct Green (s) 44.3 36.3 45.7 37.0 37.0 27.0 27.0 _C _ 27.0 41.0 Actuated g /C Ratio 0.49 0.40 0.51 0.41 0.41 0.30 0.30 0.30 0.46 v /cRatio 0.59 0.58 0.460.66 0.25 0.51 0 .24 0.75 0.38 Control Dela 17.5 24.4 8.4 22.6 7.0 32.3 5.5 41.3 6.6 Queue Dela - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _ 0.0 0.0 Total Dela 17.5 24.4 8.4 22.6 7.0 32.3 5.5 41.3 6.6 LOS B C A C A C A _ D A Ap proach Delay 22.1 16.3 20.4 24.0 App roach LOS C B C _ Queue Len gth 50th (ft) ® Queue Len gth 95th (ft) Internal Link Dist (ftJ Tut rn Ba y Length (ft) 58 96 150 184 282 548 31 57 90 256 381 _ 320 40 _ 71 100 81 147 220 0 41 _ 150 162 _ _ #288 438 _ 32 _ 86 150 Base Ca pacity (vph) Starvation Ca Reductn 376 0 742 0 443 0 767 0 723 0 342 0 _573 0 423 0 8 39 J 0 Sp illback Ca R eductn Storage Cap Reductn Reduced v/c Ratio 0 0 0.59 0 0 0.58 0 0 0.45 0 0 0.66 _ 0 _ 0 0.25 0 0 0.51 0 0__ 0.24 0 __ __ 0 0.75 0 ___ 0 0.3 8 Intersection Summary Area Tvoe: Other • Synchro 7 - Report Patton Harris Rust & Associates Page 2 C , J F_ I 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _AM 3: Senseny Rd & Greenwood Rd 10/7/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd I p m2 ` m3 —41 m4 33s<. ■d5s ' 42<st'= °� >.'aa r M te=a ■ °db ms m7 6 08 33 s ■ i1'4 s ■ %13fs�",'�;5:� »�rm� :g` :�-; ■ Patton Harris Rust & Associates Synchro 7 - Report Page 3 • C 1 J Ervin - Senseny Road Property 5: Site -Dr #1 & Greenwood Rd 0 2016 Build -out Conditions AM 10172008 f, k Lane Volume (vph) Ideal Flow (vphpl) 0 1900 32 1900 250 1900 17 1900 0 1900 395 1900 Storag Len gth (ft)_ 0 0 0 110 Storag Lanes 0 1 0 0 _ Lper Length (ft) Lane Util. Factor 25 1.00 25 1.00 1.00 25 1.00 _1.00 25 1.00 Frt Flt Protected 0.865 0.991 Said. Flow (prot) 0 1611 1846 0 0 1863 Flt Permitted Said. Flow (perm)___ 0 1611 1846 0 _ 0 1863 Link Speed (mph) 45 45 45 i 36 278 • Lane Grou Flow (vph) 0 36 297 0 0 439 Enter Blocked Intersection No No No No No No Analysis Period (min) 15 ® Synchro 7 - Report Patton Harris Rust & Associates Page 4 Two wa Left Turn Lane Headwa Factor 1.00 1.00 1.00 1 .00 1.00 1.00 Turning Speed (mph) 15 9 9 15 _ Sig Control Sto Free Free 0 • Ervin - Senseny Road Property 5: Site -Dr #1 & Greenwood Rd 0 2016 Build -out Conditions AM 10/712008 4 - t d Lane Volume (vehm) 0 32 250 17 0 _ 395 —J Sig Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 • volume vC1, sta 1 conf vol vC2, stag 2 conf vol volume R ight _ cSH volume to Ca pacity__ Queue Len gth 95th (ft) Control Dela §) 36 752 0.05 4 10.0 19 1700 0.17 0 0.0 0 1700 0.26 0 0.0 Lane LOS B App roach Dela §) 10.0 0.0 _ 0.0 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Ca pacity Utilization 24.2% ICU Leve of Service A Analy Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 5 p0 q ueue free % 100 95 100 cM capacity_(vehlh) 399 752 1265 0 0 • r 1 U • Ervin - Senseny Road Property 2016 Build -out Conditions _AM 7: Senseny Rd & Site -Dr #2 101712008 Lane Group EBT EBR WBL WBT NBL NBR Lane Confi f r 0 8 t 0 3 i volume (vph) 510 76 0 799 0 34 Ideal Flow (vphpl) 1900 1900 1900 19 0 . 0 1900 1900 Storage Length (it)_ 100 0 _ 0 0 Storag Lanes 1 0 _ 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.0 1.00 Frt 0.850 _ 0_ Flt Protected Satd. Flow (prot)_ 1863 1583 0 18 63 - --0 1611 Flt Permitted ___ Satd. Flow (perm)_ 1863 1583 0 1863 _ 0 1 61 1 Link Speed (mph) 45 45 45 Peak Hour Factor 0 0.90 0 0.90 0 0.90 0 0.90 0 0.90 0 0.90 Adj. Flow (vph) 5 567 8 84 0 0 8 888 _ 0 3 38 _ Shared Lane Traffic (%)_ _ 0 _ Link 16 16 Two way Left Turn Lane _ Headway Factor 1.00 1.00 1.00 _ 1_00 _ 1.00 1.0 Turning Speed (mp 9 15 15 9 Sig Control Free Free Sto Control T ype: Unsig nalized Intersection Ca pacity Utilization 45.4% _ ICU Level of Ser vice A Analysis Period (min) 15 Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _AM 7: Senseny Rd & Site -Dr #2 10172008 o ' ` °- 4\ /* Lane Confi T F f 0 F Volume (veh/h) 510 76 0 799 0 34 Sig Control Free 554 Free Stop 0.05 Grade 0% Queue Len gth 95th (ft) 0% 0% 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (yph) 567 84 0 888 0 38 • Rig turn flare ( veh ) Median typ None None Median stora veh) _ Up stream si gnal (it) 405 400 Volume Total 567 84 888 38 1 Volume Left 0 0 0 0 Volume Right 0 84 0 38 cSH 1700 1700 1700 554 Volume to Ca pacity _ 0.33 0.05 0.52 _ 0.07 _ Queue Len gth 95th (ft) 0 0 0 5 Control Dela y_(s) 0.0 0.0 0.0 _ 12.0 Lane LOS B App roach Dela y_(s) 0.0 0.0 12.0 Approach LOS B Intersection Summary Average Delay 0.3 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 7 _ sta 2 conf vol vCu, unblocked vol 489 995 388 Lc , single (s) 4.1 6.4 6.2 • s Ervin - Senseny Road Property 2016 Build -out Conditions AM 8: Senseny Rd & Orrick Property Site - Driveway 10/7/2008 - --,, --# ! 4 - 4 \ t �° 1 d Lane Confi I T r • I f _ F I A d _P Volume (vph) 137 383 24 50 640 33 62 0 22 23 0 97, Ideal Flow (voho0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 1 1 1 25 25 25 25 1.00 1.00 1.00 1.00 1.00 1.00 At Protected 111141161 L_J Rig Turn on Red _ _ Yes Yes Satd. Flow (RTOR)_ 27 _ 27 Link Speed (mph) 45 45 Link Distance (ft) 400 363 Travel Time (s) 6.1 5.5 9 15 0 0 0 0.90 0.90 20 20 6 Left Thm _ 20 100 0 0 Peak Hour Factor 0.90 0.90 0.90 0.90 Right 0.90 0.90 0.90 0.90 U_90 0. 90 U.9U Adj. Flow (vph) 152 426 27 5 _ 0.90 711 37 69 0 24 26 0 108 Shared Lane Traffic ( %) 08 Lane Grou Flow (vph) 152 426 27 56 711 37 69 _ 24 0 0 26 108 Enter Blocked Intersection No No No No No No No No No No No No Lane Alig MedianWidth Link Met (ft) Crosswalk Width Two way Left Turn Lane Left Left 12 0 16 Ri Left Left 12 0 0 16 Ri -__ Left Left 12 0 16 Ri ght Left _ Left 1 2 ___j 0 Ri ght J Headwnv 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 Detector 1 1.00 1 .00 1.00 1.00 1.00 .850 0.850 Yes 1 9 1 2 _ Left Thru Qi> zf1 - 1 2 ___ 1 _ Left Thr Right 2 0_1 00 0.0 0.0 0.0 _ 20 0 0 94 0 0 _0 0 20 - fi CI +Ex CII +Ex _ CICI + _ CICI +E ) 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 h) 94 _ - -- 94 94 94 6 6 6 6 CI +Ex CI +Ex CI +Ex CI +Ex 4 Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Tul rn T pm +p Perm Perm Perm Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 108 45 • Synchro 7 - Report Patton Harris Rust & Associates Page 8 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _AM 8: Senseny Rd & Orrick Property Site- Driveway 10/7/2008 ® -. -. (- *-- 'I-4N t / \,� 1 Ir LA Minimum In itial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 169 6.0 6.0 6.0 Minimum S plit (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Recall Mode _ 12.0 12.0 12.0 Total Split (s) 12.0 73.0 73.0 61.0 61.0 61.0 17.0 17.0 0.0 17.0 17.0 17.0 Tol lalS plit(%) 13.3% 81.1% 81.1% 67.8% 67.8% 67.8% 18.9% 18.9% 0.0% 18.9 18.9% 18.9% Maximum Green (s) 6.0 67.0 67.0 5 5.0 55.0 55.0 11.0 11.0 0.04 11.0 11.0 11.0 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 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Ad just (s) Total Lost Time (s) . 0.0 6.0 0.0 6.0 0.0 6.0 0.0 6.0 0.0 6.0 0 .0 6.0 0.0 6.0 0.0 6.0 0. 0 4.0 0.0 6.0_ 0.0 6.0 0.0 6.0 Lead /Lag Lag_ D A Lead Lead Lea _ 4.4 13,2 Lead -La O ptimize? Yes 1387 1185 Yes Yes Yes 168 653 169 288 Vehicle Extension (s)_ _ 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 _�_ 3.0 3.0 3.0 Recall Mode None C -Max C -Max C -Max C -Max C -Max Max Max Ma Max Max Act Gn (s)__ 67.0 67.0 67.0 55.0 55.0 55.0 11.0 11.0 11.0 11.0 Actuated g /C Ratio 0.74 0.74 0.74 0.61 0.61 0.61 0.12 0.12 _ _ _ 0.12 0.12 v/c Ratio 0.32 0.31 0.02 0.10 0. 0.04 0.41 0.04 0.15 0.38 Control Dela 5.8 4.0 1.5 7.8 14.1 3.6 44.6 0.1 _ _ _ 37.9 11.7 Queue Dela 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Dela 5.8 4.0 1.5 7.8 1 4.1 3.6 44.6 0.1 _ 37.9 11.7 _ LOS A A A _A_ B A D A D B App roach Dela _ 4.4 13,2 33.1 _____ 16.8 App roach LOS _ A _ 8 C _ _ _ _ _ B _J Queue Len gth 50th (it) 15 43 0 12 232 2 37 0 - 13 0 Queue Len gth 95th (fl)_ m 35 m96 m4 343 13 79 0 _ _ __ 3 _46 Internal Link Dist (ft) _ 320 283 110 215 Base Ca pacity (vph) 479 1387 1185 573 1139 9 168 653 169 288 Starvation Ca Reductn Sp illback Ca Reductn 0 0 0 0 0 0 0 0 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 Reduced v/c Ratio 0.32 0.31 0.02 0.10 0.62 0.04 0.41 0.04 0.15 0.38 Intersection Summary Area Typ Cy cle Len 90 Other 60 • Control T Actuated- Coordinated m Volume for 95th percentile queue is metered by upstream signal. Synchro 7 - Report Patton Harris Rust & Associates Page 9 0 • • s • Ervin - Senseny Road Property 2016 Build -out Conditions _AM 8: Senseny Rd & Orrick Property Site - Driveway 10/7/2008 Splits and Phases: 8: Senseny Rd & Orrick Property Site - Driveway 9 'v► m2 al b m4 73 s V ■ 4 i1r7 ss ■ 06 A / m5 a l m8 61 WWWKWNffWAWrl 1111111NMI ■ 17rFTWf'E =5r:'+ ■ Patton Harris Rust & Associates Synchro 7 - Report Page 10 0 0 Ervin - Senseny Road Property 3: Senseny Rd & Greenwood Rd 0.984 2016 Build -out Conditions PM 101712008 0.850 Flt Protected 0.950 0.950 L ane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBfi Lane Confi T * 1770 1863 + r 1833 4 F 1809 4 r Volume (yph) 361 720 87 287 628 186 128 259 290 253 166 4 03 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 _ 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 Storag Lanes 1 0 0 90 1 _ 100 1 0 0 Yes 150 1 _ 0 0 Yes 150 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 0.984 0.850 0.850 Flt Protected 0.950 0.950 0.984 0.971 Satd. Flow (prot) 1770 1833 0 1770 1863 1583 0 1833 1583 _ 0 1809 1583 Flt Permitted 0.129 0.148 0.459 0.411 Satd. Flow (perm) 240 1833 0 276 _ 1863 1583 0 855 1583 0 _ 766 1583 Rig Turn on Red Yes Yes Yes Y es Sato. Flow (RTOR) 7 _ 80 258 _ ___ 41 Link Speed (mph) 45 45 45 45 Link Distance (ft)___ 628 400 300 _ 51 Travel Time (s) 9.5 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 ( 401 800 97 319 698 207 142 288 322 281 184 448 Shared Lane Traffic N Lane Grou Flow (vph) Enter Blocked Intersection 401 No 897 No 0 No 319 No 698 No 207 No 0 No 430 No 322 No 0 No _ 465 No 448 No Lane Alig Median Width Left Left 12 Ri Left Left 12 Right Left Left 0 Ri ght Left Left 0 Ri ght 1 Link Offset(ft 0 0 0 _ 0 Crosswalk Width Two way Left Turn Lane 16 16 16 Headwa Factor Turning Speed (mph) Number of Detectors _ _ Detector Tem 1.00 15 1 Left 1.00 2 Thru 1.00 9 1.00 15 1 Left 1.00 2 Thru 1.00 9 1 Ri 1.00 15 _ 1 Left 1.00 2 Thru 1.00 9 1 Ri 1.00 _ 15 _ Left 1.00 2_ Thm 1.00 9 _1 Ri ght Leading Detector (ft)_ Trailing Detector (ft) 20 0 100 0 20 0 100 _ 0 20 0 20 0 100 0 20 0 20 0 100 0 _20 0 Detector 1 Position Detector 1 Size ft) Detector 1 T 0 20 CI +Ex 0 6 CI +Ex 0 20 CI + _ 0 6 CI +Ex 0 2 0 CI +Ex 0 20 CI +Ex 0 6 CI +Ex 0 20 CI +Ex 0 20 _ CI +Ex _ 0 _ 6 CI +Ex 0 20 CII +Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Dela (s) Detector 2 Position Detector 2 Size Detector 2 T 0.0 0.0 94 6 CI +Ex 0.0 0.0 94 6 CI +Ex 00 0.0 0.0 94 6 CI +Ex 0.0 _ 0 0.0 94 CI +Ex 0.0 Detector 2 Channel Detector 2 Extend (s) TuI rn T pm +p 0.0 pm +p 0.0 Perm _ Perm 0.0 Perm Perm 0 . 0 pm +ov Protected Phases 7 4 3 8 2 6 7 Permitted Phases 4 8 8 2 2 6 6 Detector P 7 4 3 8 8 2 2 2 6 6 7 0 Patton Harris Rust & Associates Synchro 7 - Report Page 1 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _PM ® 3: Senseny Rd & Greenwood Rd 10/7/2008 Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Split (s) 17.0 37.0 0.0 13.0 33.0 33.0 44.0 44.0 44.0 44.0 44.0 17.0 Toi talS plit( %) 18.1% 39.4% 0.0% 13.8% 35.1% 35.1% 46.8% 46.8% 46.8% 46.8% 46.8% 18.1% Maximum Green (s) 11.0 31.0 7.0 27.0 27.0 38.0 38.0 38.0 38.0 38.0 1 1.0 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 All -Red Time (s) 2.0 2.0 2.0 2.0 2. 2.0 2.0 2.0 _ 2.0 2.0 2.0 Lost Time Ad just (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 Last Time (s) 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead /Lag Lead La Lead La g Lag __ ______` Lead __ Lead -La O ptimize? Yes Yes _ Yes Yes Yes ,Vehicle Extension (s) 3.0 3.0 3.0 _ _Yes _ 3.0 3.0 3.0 3 3A_ 3.0 3.0 Recall Mode None Max None Max Ma C -Max C -Max C -M ax C -Max C -Max None Act Effct Green (s) 42.0 31.0 34.0 _ 27.0 27.0 38.0 3 8.0 38.0 55.0 Actuated g /C Ratio 0.45 0.33 0.36 0.29 0.29 0.40 0.40 0.40 0.59 v/c Ratio 1.40 1.47 1.51 1.30 0.40 1.24 0.41 _ 1.50 0.48 Control Dela 224.3 249.1 _ 270.3 179.3 21.8 159.6 6. 2 _ _ 2 67.1 12.1 Queue Dela 0.0 0.0 0.0 0.0 0.0 0.0 _ 0.1 51.3 0.0 Total Dela 224.3 249.1 270.3 1 79.3 21. 159.6 6 .3 318.4 12.1 LOS F F F F F A 7 B J _ Ap proach Dela 241.4 176.4 93.9 168.1 App roach LOS F F F Queue Len 50th (ft) -274 -746 -219 -550 70 -322 23 -388 128 Queue Len 95th (ft) #458 #982 m #367 #756 m11 #506 81 _ _ #578 2_0_2 Internal Link Dist (ft) 548 320 220 4 3 8 Tul rn Ba y Length (h) 150 90 100 15 0_ _ _ 15_0 Base Capaci (vph) 286 609 211 5 35 5 12 346 _7 310 9_43 Starvation Ca Redu 0 0 _ 0 _ 0_ _0 0 _0_ _ _ _ 0 _ 0 S pillback Cap Reductn 0 0 0 _0 0 0 _ 46 22 0 Storage Cap Reductn _ 0 0 0 0 _ 0 _ 0 0 _ - 0 Reduced v/c Ratio 1.40 1.47 1.51 1.30 0.40 1.24 0.43 1.61 0.48 Intersection Summary Area Ty Other _ _ Cycle Leng 94 __ __ Actuated C ycle Leng 94 Offset: 0 (0 %), Referenced to p hase 2:NBTL and 6:SBTL Start of Green Natural C 120 Control T Actuated - Coordinated _ Maximum v/c Ratio: 1.51 Intersection Si gnal Delay 179.9 Intersection LOS: F Intersection Ca pacity Utilization 122.5% ICU Level of Service H Ana Period (min) 15 Volume exceeds capacity, q ueue is theoreticall infinite. Queue shown is maximum aker two c _ # 95th percentile volume exceeds ca pacity, q ueue ma be lon Queue shown is maximum after two c _ m Volume for 95th percentile queue is metered by upstream signal. t Synchro 7 - Report Patton Harris Rust & Associates Page 2 E 1 C , J i Ervin - Senseny Road Property 2016 Build -out Conditions PM 3: Senseny Rd & Greenwood Rd 10/7/2008 1� o2 ♦ o3 4 M °•�'' 06 Y o7 6 09 4'4 s ■ �1r7 s a:'" ■ 33is' c =ti ■ Splits and Phases: 3: Senseny Rd & Greenwood Rd • Synchro 7 - Report Patton Harris Rust & Associates Page 3 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _PM 5: Site -Dr #1 & Greenwood Rd 101712008 • f '- t 1 �► d Lane f F'AIri EIrUi F �IrIri [:IQri Lanes 0 1 Lane Util. Factor Frt Flt Protected Satd. Flow (prof) 1.00 0 1.00 0.865 1611 1.00 0.992 1848 1.00 1.00 1.00 0 0 1863 Flt Permitted 0 0 Link Offset 0 Satd. Flow (perm) 0 1611 1848 _ 0 0 1863 Link Speed (mph) 45 1.00 1.00 45 45 Link Distance (ft) 242 9 209 300 Travel Time (s) 3.7 3.2 4.5 Adj. Flow (vph) 0 92 660 40 0 601 Shared Lane Traffic ( %) _ Lane Group Flow (vph) 0 92 700 0 0 601 Lane Ali Left Ri Left Ri Left Left MedianWidth 0 0 0 Link Offset 0 0 0 _ Crosswalk Width @) Two way Left Turn Lane 16 16 16 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 _ Turninq Speed (mph) 15 9 9 15 Area Typ Other Control T ype: Unsig nalized Intersection Ca pacity Utilization 45.3% ICU Level of Servi A Analysis Period (min) 15 Synchro 7 - Report Patton Harris Rust & Associates Page 4 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _PM 5: Site -Dr #1 & Greenwood Rd 10/7/2008 0 f 4 - f 1241 680 700 6.4 6.2 4.1 • volume Ri 92 40 0 cSH 451 1700 17 00 volume to Ca pacity 0.20 0.41 0.35 Queue Len gth 95th (ft) 19 0 0 Control Dela y_(s) 15.0 0.0 0.0 Lane LOS C App roach Dela §) 15.0 0.0 0.0 Intersection Summary Average Delay 1.0 Intersection Ca pacity Utilization 45.3% ICU Level of Service A Analy Period (min) 15 F_ — • Synchro 7 - Report Patton Harris Rust & Associates Page 5 Hourly flow rate (yph) 0 92 660 40 �0_ 601 _ Pedestrians Lane Width pX, platoon unblocked 0.84 'vC, conflictin volume 1281 680 700 vC1, sta 1 conf vol _ vC2, stag 2 conf vol p0 q ueue free % 100 80 100 Mc capacity (veh1h) 163 451 897 t Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 Ervin - Senseny Road Property 7: Senseny Rd & Site -Dr #2 0 2016 Build -out Conditions _PM 101712008 • --► 7 ` *-- °\ / 0 , Lane Group EBT EBR WBL WBT NBL NBR Lane Confi + i + F volume (yph) 1094 170 0 1101 0 77 _ Ideal Flow (vphpl) 1900 1900 1900 1900 _ 1900 1900 Lane Ulil.Factor 1.00 1.00 1.00 1.00 1.00 1.00 Fr: 0.850 0.865 Flt Protected Satd. Flow (prot) 1863 1583 0 1863 0 1611 Flt Permitted Satd. Flow (perm) 1863 1583 0 1863 0 1611 _ Link S peed (mph)__ 45 Link Distance (ft) 405 45 400 45 141 TLvel Time (s) 6.1 6.1 2.1 _ Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 _ Ad j. Flow (yph) 1216 Shared Lane Traffic ( %^) Lane Grou Flow (vph) 1216 Enter Blocked Intersection Yes 189 189 No 0 0 No 1223 1223 Yes 0 0 No 86 86 No Lane Alig nment Left Ri Left Left Left Ri _ Median Width 12 12 0 Link Offset 0 0 0 Crosswalk Width 16 Twt o wa Left Turn Lane Headwa Factor 1.00 1.00 1.00 16 1.00 16 1.00 1.00 Tj urnin Speed (mph) Sign Control Free 9 15 Free 15 Stop 9 _] Intersection Summary Area Typ Other Control T ype: Unsignalized Intersection Capacity Utilization 69.0% ICU Level of Service C Analysis Period (min) 15 t Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _PM 7: Senseny Rd & Site -Dr #2 10/7/2008 Control Free Free Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1216 189 0 1223 0 86 Pedestrians Lane Width (ft) Up stream s ignal (tt) 405 400 pX, platoon unblocked 0.68 0.76 0.68 _ LC, conflictin volume 1404 2439 _ 1216 vC1, sta 1 conf vol vC2, stag 2 conf vol 1359 1774 1079 to tF (s) 2.2 _ 3.5 3.3 p0 q ueue free % 100 100 52 cM capacity (veh/h) 342 69 179 Volume Left - p - p - -0 0 — — - - -- -- - - - --- — Volume Ri 0 189 0 86 cSH 1700 1700 1700 179 Volume to Capacity 0.72 0.11 0.72 0.48 95th Lane LOS E App roach Dela §)_ 0.0 0.0 42.2 Approach LOS E b7 . Synchro7- Report Patton Harris Rust 8 Associates Page 7 I ntersection Summary 0 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _PM 8: Senseny Rd & Orrick Property Site - Driveway 1017/2008 Ideal Flow (vphpl) 1900 1900 1900 1900 19 0 . 0 190 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 100 100 100 0 0 0 0 Storag Lanes 1 1 1_ _ _ 1 1 0 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 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 1583 0 .__ 0_ 1 770 1583 Flt Permitted 0.219 0.122 0.708 0.724 Satd. Flow (perm) 408 1863 1583 227 1 1319 1583 _ 0 0 1583 Rig Turn on Red Yes _1863_ Yes _ Yes _ _1 - Yes Satd. Flow (RTOR) 30 _ 38 161 _ 276 Link Speed (mph)_ 45 45 45 45 Link Distance 400 _ 363 190 _ _ 295 _ Travel Time (s) 6.1 5.5 2.9 4.5 Peak Hour Factor 0,90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 290 960 51 120 734 69 172 0 51 _ 0.9 0 0.90 76 0 318 Shared Lane Traffic N Lane Grou Flow (vph) 290 960 51 120 734 69 172 51 0 0 76 318 Enter Blocked Intersection No No No No No _ No No No No No _ No No Lane Alig Left Left Ri Left Left Rig Left Left Right Left Left Ri ght _ MedianWidth 12 - _ 12 12 _ 12� Link Offset 0 0 0 0 CrosswalkWidth 16 16 _ 16 __ Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1 ._00_1 . 0 0 1. 00 Turning Speed (mph)_ 15 9 1 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 _ 1 Detector Tem Left Thru Ri Left Thru _ Ri Left Thru _ T hru Right Leadin Detector (ft) 20 100 20 20 1 20 20 100 _Left _20 1_00 20 Trailing Detector (ft) 0 0 0 _ 0 _ 0 _ 0 0 0 0 0 0 Detector 1 Position 0 0 0 0 0 0 0 0 0 Detector 1 Size 20 6 20 20 6 20 20 6 _ 2 0 6 __0 20 Detector 1 T ype _ __ CI +Ex CI +Ex CI +Ex CI +Ex CI +E _CI + CI +Ex CI +Ex _ _ C I +_Ex C_I +Ex CI +Ez Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 _ 0_0 _ 0.0 0.0 0 0.0 _ 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Detector 2 T CI +Ex C I +Ex CI +Ex CI +Ex Detector 2 Channel _ Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn T pm +p Perm Perm Perm Perm Perm Perm Protected Phases 5 2 6 8 4 Synchro 7 - Report Patton Harris Rust & Associates Page 8 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _PM 8: Senseny Rd & Orrick Property Site - Driveway 10/7/2008 Minimum Initial ( s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Max 6.0 6.0 6.0 Minimum S plit (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 - Actuated g /C Ratio 12.0 12.0 12.0 Total Split (s 12.0 68.0 68.0 56.0 56.0 56.0 26.0 26.0 0.0 26.0 26.0 26.0 Tot tat S plit ( %a) 12.8% 72.3% 72.3% 59.6% 59.6% 59.6% 27.7% 27.7% 0.0% 27 .7% 27.7% 27.7% Maximum Green (s) 6.0 62.0 62.0 50.0 50.0 50.0 20.0 20.0 Internal Link Dist (fl) 320 20.0 20.0 20.0 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 2.0 464 2.0 2.0 2.0 Lost Time Ad just (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _ S pillback Cap Reductn 0 0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 60 6.0 6.0 6.0 4.0 _ _0.0 6.0 6 6.0 Lead /Lag La 0 Lead _ Lead Lead 0.74 0.08 _ __ ___ 0.26 0.57 Yes Yes Yes Recall Mode None C -Max C -M C -Max C -Max C -Max Max Max Max Max Ma x Act Effct Green (s)_ 62.0 62.0 62.0 50.0 _ 50.0 50.0 20.0 20.0 20.0 20 .0 - Actuated g /C Ratio 0.66 0.66 0.66 0.53 0.53 0.53 0.21 0.21 0.21 0.21 v/c Ratio 0.81 0.78 0.05 0.99 _ _ B 0.08 0.61 0.11 _ 0.26 0.57 Control Delay 26.4 16.1 2.8 108.0 _ 0.74 22.7 6.1 44.1 0.5 33.9 11.0 Total Dela 26.4 17.3 2.8 108.0 22,7 6.1 44.1 0.5 33.9 11 .0 LOS C B A F C A D A C B App roach Dela 18.7 32.6 34.1 15.4 App roach LOS B _ C _ C _ _ B Queue Len 50th (fl) 88 499 6 67 320 8 93 0 38 20 Queue Len 95th (fl)_ m69 m337 m7 #186 469 28 164 0 - 79 99 Internal Link Dist (fl) 320 283 110 __ _ 215 Jul rn Ba y Length (T 150 100 100 100 _ ______ I _ Base Ca pacity (vph)� 356 1229 1054 121 991 8_60 281 464 287 554 Starvation Ca Reductn 0 104 0 0 0 _ 0 0 0 _ _ _ _ 0 _ S pillback Cap Reductn 0 0 0 _ _ 0 0 __ 0 0 0 _0 0 0 Storage Cap Reduct _ 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.81 0.85 0.05 0.99 0.74 0.08 0.61 0.11 0.26 0.57 Intersection Summary Area Typ Other Cycle Leng 94 Actuated C ycle Leng 94 Offset: 88 (94 %), Referenced to p hase 2:EBTL and 6:WBTL Start o f Green ; Natural C 80 _ Control T Actuated - Coordinated Maximum v/c Ratio: 0.99 _ Intersection Si gnal Delay 24.0 Intersection LOS: C Intersection Ca pacity Utilization 81.7% ICU Level of Servi D Anal Pedod (min) 15 # 95th p ercentile volume exceeds ca pacity, q ueue ma lon Queue shown is maximum after two c m Volume for 95th percentile queue is metered by upstream signal. Synchro 7 - Report Patton Harris Rust & Associates Page 9 0 0 • 0 • Ervin - Senseny Road Property 2016 Build -out Conditions _PM 8: Senseny Rd & Orrick Property Site - Driveway 101712008, Splits and Phases: 8: Senseny Rd & Orrick Property Site - Driveway Patton Harris Rust & Associates Synchro 7 - Report Page 10 `YI �` . F.f' �h'•. r S' i -� .'S:.`. 11111111111] Patton Harris Rust & Associates Synchro 7 - Report Page 10 • • Ervin - Senseny Road Property 3: Senseny Rd & Greenwood Rd 1.00 1.00 1.00 1.00 2016 Build -out Conditions SAT 101712008 11 --6 -- --t `*-- 1 . 0 0 1.00 1.00 I'--, 217 t /00. ' 1 r L ane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Confi I A _ 0 .974 Satd. Flow (prot) } r 0 4 r 1583 4 ilf Volume (vph) 280 690 36 295 644 184 72 207 319 221 195 284 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 _ 1900 1900 1900 Storage Length (ft)_ 150 Storag Lanes 1 0 0 90 1 _ 100 1 0 0 0 16 150 1 0 0 Satd. Flow (RTOR)____ 150 1 _ Taper Lenath (ft) 25 25 25 - _ 25 25 267_ 25 25 1.00 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 . 0 0 1.00 1.00 Frt 217 0.993 Shared Lane Traffic ("/o) _ 1 Left 0.850 _ 0.850 0.850 Flt Protected 0.950 2 Thru _ 246 0.950 20 Lane Grou Flow (vph) Enter Blocked Intersection 0.987 807 No _ 0 .974 Satd. Flow (prot) _ _ 1770 1850 0 1770 _ 1863 1583 0 1839 1583 0 1814 1583 Flt Permitted 0.125 Ri Left 0.125 Ri Left 0.503 Ri 0.548 Satd. Flow (perm) 2 33 1850 0 233 _1863 1583 0 937 1583 _ 0 _ 1021 1583 Rig Turn on Red _ _ CI +Ex Yes CI +Ex Link Offset ft CrosswalkWidlh Two way Left Turn Lane Yes 0 16 Yes Yes Satd. Flow (RTOR)____ _ 3 0 16 - _ 88 267_ __ __ _ _ _278 Link Speed (mph) Link Distance (ft) 1.00 45 628 1_00 1.00 45 400 1.00 45 300 1.00 _ 45 Travel Time (s) 9.5 6.1 4.5 7.8 Adj. Flow (vp 311 767 40 328 716 204 80 230 354 217 316 Shared Lane Traffic ("/o) _ 1 Left 2 Thru _ 1 Left 2 Thru 1 Ri ght 1 2 Thru _ 246 Leadin Detector (ft)_ 20 Lane Grou Flow (vph) Enter Blocked Intersection 311 No 807 No 0 No 328 No 716 No 204 No 0 No 310 No 354 No 0 No 463 No 316 No Lane Ali Left Left Ri Left Left Ri Left Left Ri Left Left Ri ght • Median Width @) 0 20 12 0 6 _0 20 12 _ -- 0 _ _0 20 0 _ _ CI +Ex _ _0 CI +Ex Link Offset ft CrosswalkWidlh Two way Left Turn Lane CI +Ex 0 16 CI +E 0 _ 16 _ 0 16 0 _ 1 Headway 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 Speed (mph) 15 9 15 9 15 9 159 Number of Detectors Detector Template 1 Left 2 Thru 1 Left 2 Thru 1 Ri 1 Left 2 Thru 1 Ri ght 1 2 Thru 1 R ig ht Leadin Detector (ft)_ 20 100 2 1 20 20 100 _20 _Left 20 20 Trailing Detector (ft) 0 0 _ 0 _ 0 0 0 0 0 0 _ _100_ 0 0 Detector 1 Position @) Detector 1 Size _ 0 20 0 6 _ 0 20 _ 0 6 0 20 0 20 0 6 _0 20 _ 0_ 20 _ -- 0 _ _0 20 Detector 1 T ype _ C I +Ex CI +Ex CI +E CI +Ex C I +Ex CI +Ex CI +Ex CI +E CI +Ex CI +Ex CI +Ex Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 It) 94 94 94 94 CI +Ex CI +Ex CI +Ex Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Tui ml pm +p pm +pt _ Perm Perm Perm Perm Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 8 2 2 6 6 Detector Phase 7 4 3 8 8� 2 2 2 6 6 6 • Synchro 7 - Report Patton Harris Rust & Associates Page 1 0 0 Ervin - Senseny Road Property 3: Senseny Rd & Greenwood Rd 8.0 32.0 8.0 32.0 32.0 2016 Build -out Conditions SAT 10/7/2008 • -.4 _10. --* `*--4- 32.0 32.0 .4\ t, 4.0 4. 4.0 4.0 L ane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Switch Phase 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Ad just (s) 0.0 0.0 I Minimum Initial (s) 6.0 6.0 Minimum S plit (s) 12.0 12.0 0.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 6.0 12.0 Total Split (s) 14.0 38.0 0.0 14.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 Maximum Green (s) 8.0 32.0 8.0 32.0 32.0 32.0 32.0 32.0 32.0 32.0 32.0 Yellow Time (s) 4.0 4.0 4. 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 Lost Time Ad just (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 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Yes i Recall Mode None Max None Max Max C -Max C -Max C -Max C -Max C -Max C -Max ActEffctGreen 40.0 32.0 40.0 32.0 32.0 32.0 32.0_ 32.0 32.0 Actuated g IC Ratio 0.44 0.36 _ 0.44 0.36 0.36 0.36 0.3 0.36 0.36 v/c Ratio 1.30 1.22 1.37 1.08 0.33 0.93 0.48 _ _ 1.28 0.43 _ Control Delay 183.2 142.0 204.5 86.0 16.4 65.1 8.4 _ _ 172.2 6.0 Total Dela 183.2 142.0 204.5 86.0 16.4 65.1 8.4 172.2 6.0 LOS F F F F B E A F A Ap proach Dela _ 153.5 105.7 34.9 104.8 App roach LOS F F C _ _____ F _] Queue Len gth 50th (ft) -178 -573 -196 -454 66 167 33 -336 14 Queue Len gth 95th (ft)__ #342 #800 m #311 m #648 m106 4332 104 #522 71 Internal Link Dist ( fl) 548 320 220 438 Tul rn Ba y Length (ft) 150 90 100 150 _ __ _ 150 Base Capaci (vph) 240 660 240 662 _ 620 3 33 735 363_ 74 2 Starvation Ca Reductn S pillback Ca Reductn 0 0 0 0 _ 0 0 0 0 _ 0 0 0 0 0_ 0 0 0 _0 0 _ Storage Cap Reductn 0 0 _ 0 0 0 0 0 _0 1.08 0.33 0.93 0.48 1.28 0.43 of infinite. • # 95th p ercentile volume exceeds ca Queue shown is maximum after two m Volume for 95th percentile queue is metered by upstream signal. Synchro 7 - Report Patton Harris Rust & Associates Page 2 Intersection Summary 0 0 f� • Ervin - Senseny Road Property 2016 Build -out Conditions _SAT 3: Senseny Rd & Greenwood Rd 1om2008 Solits and Phases: 3: Senseny Rd & Greenwood Rd 41t m2 Ne m3 m4 38r sImmmmH2mVMMFAIHMUI=l 15 IMMMI ■ 38:s""_.,"�+y'." m6 m7 d 08 0 Synchro 7 - Report Patton Harris Rust & Associates Page 3 Ervin - Senseny Road Property 2016 Build -out Conditions SAT 5: Site -Dr #1 & Greenwood Rd 1017/2008 t t Lane Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) Storag Lanes Taper Length (ft) 0 0 25 0 1 25 0 0 25 1 10 0 25 _ Lane Util. Factor Frt 1.00 1.00 0.865 1.00 0.992 1.00 1.00 1 Flt Protected Said. Flow (prot)_ 0 1611 1848 0 _0 _ 1863 Flt Permitted Sald. Flow (perm)______ 0 1611 1848 0 _0 _ 1863 Link Speed (mph) 45 45 45 Link Distance ([t) Travel Time (s) 242 3.7 20 9 3.2 _ _ 300 4.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0 77 588 36 0 583 Lane Grouo Flow Nv h) 0 77 624 _ Ilnii Median NO 0 0 _ 0 Link 0 — — _ Crosswalk swalk W i Width 16 16 6 16 6 T.�...a.I nN Tivn I onn 9 15 Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 4 Ervin - Senseny Road Property 2016 Build -out Conditions _SAT 5: Site -Dr #1 & Greenwood Rd 10/712006 ® 'r t t ' j Lane Confi 77 Volume (vehm) 0 Sig Control Stop Grade 0% Peak Hour Factor 0.90 Hourly flow rate (vph) 0 Pedestrians 497 vC1, stage 1 conf vol unblocked vol 1136 606 Oa Free 0.90 0.90 • p0 q ueue free % 100 85 100 cM capacity_(veh/h) 191 497 958 Volume Total 77 623 583 Volume Left 0 0 0 Volume R ight _ 77 36 0 cSH 497 1700 1700 Volume to Ca pacity___ 0.15 0.37 0.34 Queue Len gth 95th (ft) 14 0 0 Control Dela y_O___ 13.6 0.0 0.0 Lane LOS B App roach Dela §) 13.6 0.0 0.0 Approach LOS B Intersection Summary AvArnn9 nelav 0.8 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 5 Rig turn flare ( veh ) Median typ ___ None None 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions _SAT 7: Senseny Rd & Site -Dr #2 10/7/2008 Lane Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 0 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0 .865 Flt Protected said. Flow (prot) 1863 1583 0 1863 0 1611 Flt Per mitted said. Flow (perm) 1863 1583 0 1863 _ 0 1611 LJ ® Synchro 7 - Report Patton Harris Rust & Associates Page 6 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sig Control Free Free Sto • • Ervin - Senseny Road Property 2016 Build -out Conditions _SAT 7: Senseny Rd & Site -Dr #2 1017/2008 0 � _�* • vCO, sta 2 conf vol 0 167 0 vCu, unblocked vol 1296 1720 1040 tC, single (s) 4.1 6.4 6.2 tC, 2 sta (s) 0.71 0.10 0.73 tF (s) 2.2 3.5 3.3 p0 q ueue free % 100 100 60 cM capacity (veh /h) 347 71 182 Volume Ri 0 167 0 72 cSH 1700 1700 1700 182 Volume to Ca pacity 0.71 0.10 0.73 0.40 Queue Len gth 95th (ft) 0 0 0 44 Control Dela §) 0.0 0.0 0.0 37. Lane LOS E App roach Dela §) 0.0 0,0 37.3 _ _ _] Approach LOS E Intersection Summary Average Delay 1.0 Intersection Capacty Utilization 67.6% ICU Level of Service C Analy Period (min 15 lO Synchro 7 - Report Patton Harris Rust & Associates Page 7 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Rig turn flare ( veh ) Median t None None _�_ • • Ervin - Senseny Road Property 2016 Build -out Conditions _SAT 8: Senseny Rd & Orrick Property Site - Driveway 1on(2008 Two way Left Turn Lane 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 ;peed (mph) 15 9 15 9 15 9 15 9 rt Detectors 1 2 1 1 2 1 1 2 1 2 1 Template Left Thru Ri Left Thru Ri Left Thru Thm Ri ght )etector (k) 20 100 20 20 100 20 20 100 _L eft 20 100 20 ietector (ft) 0 0 0 0 00 0 0 0 0 0 0 11 Position 0 0 0 0 0 0 0 0 0 0 0 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 20 1 Typ 1 Channel CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex _ CI +Ex CI +Ex CI +Ex 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 Position 94 94 94 94 2 Size(ft) 6 6 6 6 2 Type CI +Ex CI +Ex CI +Ex CI +Ex • Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 Synchro 7 - Report Patton Harris Rust & Associates Page 8 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 Satd. Flow (prot) 1770 1863 1583 17 1863 1583 1770 1583 0 0 1770 1583 Flt Permitted 0.169 0.182 0.710 0.729 Link Soeed (moh) 45 45 45 45 Lane Ali Left Left Ri Left Left Ri Left Left Ri Left Left Ri ght Median Width 12 12 12 12 Link Offset(ft) 0 0 0 0 • Ervin - Senseny Road Property 2016 Build -out Conditions _SAT 8: Senseny Rd & Orrick Property Site - Driveway 1017/2008 _-* __ --* 4 ,- 4_ t b V Minimum Initial (s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum S plit (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Total Split (s) 14.0 67.0 67.0 53.0 53.0 53.0 23.0 23.0 0.0 23.0 23.0 23.0 Green - - -- --- -- - - 1 Total Lost Time 17.0 17.0 17.0 17.0 4.0 4.0 4.0 4.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 6.0 4.0 6.0 6.0 6.0 Yes • Recall Mode None C -Max C -Max C -Max C -Max C -Max Max Max Max Max Max Act Effct Green (s) 61.0 61.0 61.0 47.0 47.0 47.0 17.0 17.0 17.0 17.0 Actuated g /C Ratio 0.68 0.68 0.68 0.52 0.52 0.52 0.19 0.19 0.19 0.19 v/c Ratio 1.02 0.70 0.04 0.60 0.82 0.10 0.58 0.09 0.28 0.57, Control Dela 66.7 19.0 4.5 32.5 26.9 6.3 43.5 0.4 _ 34.7 10.1 Queue Dela 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.7 19.0 4.5 32.5 26.9 6.3 43.5 0.4 _ 34.7 10.1 LOS E B A C C A D A C B Ap proach Delay 31.5 25.8 33.6 14.9 App roach LOS C C C Queue Length 50th (ft) -129 451 7 40 360 11 75 0 35 10 Reduced v/c Ratio 1.02 0.70 0.04 0.60 0.82 0.10 0.58 0.09 0.28 0.57 Intersection Summary Area Ty pe: Other Cycle Leng 90 Actuated Cycle Leng 90 Offset: O (0%), Referenced to p hase 2:EBTL and 6:WBTL Start of Green - Natural C 75 Control T Actuated - Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 27.4 Intersection LOS: C Intersection Ca pacity Utilization 84.2% ICU Level of Service E Analy Period (min) 15 Volume exceeds capacity queue is theoreticall infinite. Queue shown is maximum after two c # 95th p ercentile volume exceeds ca pacity, q ueue ma be lon ger. Queue shown is maximum after two c in Volume for 951h percentile queue is metered by upstream signal. Synchro 7 - Report Patton Harris Rust & Associates Page 9 0 0 • • Ervin - Senseny Road Property 2016 Build -out Conditions _SAT 8: Senseny Rd & Orrick Property Site - Driveway 10/7/2008 Splits and Phases: 8: Senseny Rd & Orrick Property Site - Driveway ? m2 a I '"ma 67 s ■ 237.: ' "M ■ F 06 m5 �1 08 53s ■14 s' MI 111111 ■ ® Synchro 7 - Report Patton Harris Rust & Associates Page 10 Ervin - Senseny Road Property 2016 Build -out Conditions 3: Senseny Rd & Greenwood Rd 1017/2008 9 - - t f - * 4 N t P b d E ® Synchro 7 - Report Patton Harris Rust & Associates Page 1 Link Soeed (mohl 45 45 45 45 Lane Ali Left Left Ri Left Left Ri Left Left Ri ght Left Left Ri ght Median Width 12 12 12 __:12 Link Offset(ft) 0 0 0 0 Permitted Phases 4 8 8 2 2 6 6 Detector Phase 7 4 3 8 1 2 2 2 1 6 6 Ervin - Senseny Road Property 2016 Build -out Conditions_AM_lm prove ments 3: Sensen Rd & Greenwood Rd 10/7/2008 e *--V,<4---4_ 4\ t� aV Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Total Split (s) 19.0 36.0 0.0 15.0 32.0 12.0 27.0 27.0 27.0 12.0 39.0 39.0 Tol talS plit(%) 21.1% 40.0% 0.0% 16.7% 35.6% 13.3% 30.0% 30.0% 30.0% 1U% 43.3% 43.3% Maximum Green (s) 13.0 30.0 9.0 26.0 6.0 21.0 21.0 21.0 6.0 33.0 33.0 Total Lost Time (s) 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead -La Op timize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max None Max None C -Max C -Max C -Max None C -Max C -Max 0.41 0.31 0.44 0.23 0.23 0.23 0.37 0.37 • 7.0 22.2 21.3 4.1 Total Delay 17.3 22.5 12.0 24.3 7.8 30.9 29.9 7.0 22.2 21.3 4.1 LOS B C B C A C C A C C A Annrnach Delav 20.8 18.2 19.9 12.9 138 0 53 70 0 45 95 120 53 438 150 250 150 477 417 683 782 0 0 0 0 0 0 0 0 0 0 0 0 ).29 _ 0.33 0.26 0.41 Link Dist (ft) 548 Base Capacity (vph) 475 1180 463 1091 0 0 0 Reduced v/c Ratio 0.47 Intersection Summary Area Ty Other _ Cycle Leng 90 Actuated C ycle Leng 90 Offset: 0 (0° /a), Referenced to p hase 2:NBTL and 6:SBTL Start of Green__ I Natural Cycle: 60 Maximum v/c Ratio: ® Synchrc 7 - Report Patton Harris Rust & Associates Page 2 m Volume for 95th percentile queue is metered by upstream signal. 0 • 0 Ervin - Senseny Road Property 2016 Build -out Conditions_AM_Improvements 3: Senseny Rd & Greenwood Rd 1017/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd 01 At> o2 `03 9 ► M 82s ■ 27 s 15s 36�s " r ■ aab 06 'A 07 6 e8 391S ■ 19 1­1 k 32is ■ • Synchro 7 - Report Patton Harris Rust & Associates Page 3 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions 5: Site -Dr #1 & Greenwood Rd 1017/2008 f- k I 4 L ane Group WBL WBR NBT NBR SBL SBT Lane Confi r T } volume (yph) 0 32 250 17 0 395 Ideal Flow (v phpl) 1900 1900 1900 1900 1900 1900 —� Storage Length (ft) 0 0 0 110 Storag Lanes 0 1 0 0 Taper Length (tt) 25 25 25 25 _ Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 0.991 Flt Protected Satd. Flow (prat) 0 1611 1846 0 0 1863 Flt Permitted Satd. Flow (perm)_ 0 1611 1846 0 0 1863 Link Speed (mph) 45 45 45 Link Distance ((t)_ 242 209 _ 300 Shared Lane Traffic M _ Lane Grouo Flow (vohl 0 36 297 0 0 439 No No No No No No Lane Alig nment Left Ri Left Ri Left Left Median MIN 0 12 12 —� Link Offset 0 0 0 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sig Control Sto Free Free • Synchro 7 - Report Patton Harris Rust & Associates Page 4 9 1 0 Ervin - Senseny Road Property 2016 Build -out Conditions_AM_Improvements 5: Site -Dr #1 & Greenwood Rd 1017/2008 4 - t P y Lane Sig Control Sto Free Free Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (yph) 0 36 278 19 0 439 tum flare 11 Median stora veh) Up stream si gnal (ft) _ 300 pX, platoon unblocked 0.85 vCu, unblocked vol 591 287 297 Lc, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 100 Volume Total 36 297 439 Volume Left 0 0 0 Volume Ri 36 19 _ 0 cSH 752 1700 1700 Volume to Ca pacity 0.05 0.17 0.26 Queue Len gth 95th (ft) 4 0 0 ControlDela 10.0 0.0 0.0 Lane LOS B App roachDela y_(s) 10.0 0.0 0.0 Approach LOS 8 Intersection Summary Average Dela 0.5 ® Synchro 7 - Report Patton Harris Rust & Associates Page 5 0 Ervin - Senseny Road Property 2016 Build -out Conditions_AM_Improvements 7: Senseny Rd & Site -Dr #2 1OM2008 • __O�� ��� �► Lane Lane Util. Factor 1.00 1.00 1.00 1. 0 . 0_ 1.00 1.00 Frt 0.850 0.865 Flt Protected _ Said. Flow (prot) 1863 1583 0 1863 0 1611 Flt Permitted _ Said. Flow (perm) 1863 1583 __ 0 1863 0 1611 Link Speed (mph) 45 _ 45 __ 4 5___ Link Distance ( ft) 405 400 141 Travel Time (s) 6.1 6.1 2.1 Peak Hour Factor 0.90 0.90 0.90 0.90 0 0.90 Adj. Flow (yph)_ _ 567 84 0 _8 0_ 38 Shared Lane Traffic ( %)_ Lane Grou Flow (vph) 567 84 0 0 38 Enter Blocked Intersection Yes No No _888 Y es No No Lane Alig Left Ri Left eft — Left _ Ri ght Median Width(ft) 12 12 0 Crosswalk Twl o wa Left Turn Lane ® Headwa Factor 1.00 1.00 1.00 — 1 .0_0 1.00 Turnin Speed (mph) 9 15 _ 15 9 Sign Control Free Free Stop Intersection Summary Area Ty pe: Other Control T ype: Unsig nalized Intersection Ca pacity Utilization 45.4% I Leve of Serv A Analy Period (min) ® Synchro 7 - Report Patton Harris Rust & Associates Page 6 9 0 Ervin - Senseny Road Property 2016 Build -out Conditions 7: Senseny Rd & Site -Dr #2 10/7/2008 Lane Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (yph) 567 84 0 _888 0 38 _ Pedestrians _ Lane Width (ft) turn flare U1<:b�rlrE:irlb ", conf vol 506 1023 407 • volume R 0 84 0 38 cSH 1700 1700 1700 550 volume to Ca pacity 0.33 0.05 0.52 11.07 Queue Len gth 95th (ft) 0 0 0 6 Control Dela (s)__ 0.0 0.0 0.0 12.0 Lane LOS B App roach Dela y_(s)__ 0.0 0.0 12.0 _ _] Approach LOS B Intersection Summary Average Delay 0.3 _ Analy Period ( min ) 15 ® Synchro 7 - Report Patton Harris Rust & Associates Page 7 p0 q ueue free % 100 100 93 cM capacity (veh/h) 904 205 550 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions_AM_Improvements 8: Senseny Rd & Grocery Avenue 1un(2008 • Lane Confi I ? r I T F ' f _T 1.00 ­ 9 2 1 •T _F Volume (vph) 137 383 24 50 640 33 62 0 22 23 0 97 Ideal Flow (vphpl) Storage Length (ft) 1900 150 1900 1900 100 1900 100 1900 1900 100 1900 0 1900 _ 1900 0 1900 0 1900 1900 0 Storag Lanes 1 0. 711 1 1 0.90 0 1 1 _ 0.90 0.90 0 108 _ 0 0 1 Lper Length (ft) 25 25 25 25 25 Lane Grou Flow (vph) _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 At Protected 0.950 No 0.850 0.950 No No 0 .850 0.950 0.850 _ _ 0.950 0.850 Satd. F low (prat)_ 1770 1863 1583 1770 _ _ 18 6_3_ 1583 1770 1583 _0 0_ _ 1 770 1583 t Permitted 0.273 0.497 0.740 0.7 Sald.Flow (perm) 509 1863 1583 926 1863 1583 1378 1583 _ 0 _ _ 0_ _ 18 82 1583 Rig Turn on Red Yes Yes Yes Yes Link Speed (mph) 100 45 -- 0 - _ 45 1.00 15 16 1.00 45 1.00 ­ 9 2 1 45 Link Distance (ft) - 1 400 U Right _ 363 _ Right 190 __ _ _ 295 Travel Time (s) 0 - 6.1 0 0 5.5 - 0 - 20 - 0 2.9 20 6 4.5 Peak Hour Factor Adj. Flow (vph) 0.90 152 0.90 426 0.90 _ 27 0.90 56 0. 711 0.90 37 0.90 69 0.90 0 0.9 0_ 24 0.90 26 _ 0.90 0.90 0 108 Shared Lane Traffic (%) Lane Grou Flow (vph) 152 426 27 5 6 711 37 69 24 0 0 26 108 Enter Blocked Intersection No No No No No No No No No No No Lane Alionment Left Left Right Left Left Right Left Left Right Left Left Right Median Width 12 _ Link Offset 0 Crosswalk Width 16 Two way Left Turn Lane 15 0 100 0 -- 0 - _ 6 - -- 0 1.00 9 1.00 15 16 1.00 _ - - _ __ 16 1.00 1.00 1.00 9 - - 15 1.00 ­ 9 2 1 1 2 - 1 _ 1 U Right Left Thru _ _ Left Thru Right 20 100 20 20 100 20 20 100 20 - - 0 100 2u 0 0 0 6 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 �� - 0 - 20 - 0 0 20 6 20 20 6 20 20 6 6 20 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 2 94 Detector 2 T CI +Ex CI +Ex CI +Ex CI +Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Protected Phases 5 2 6 8 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 ® Synchro 7 - Report Patton Harris Rust & Associates Page 8 Ervin - Senseny Road Property 2016 Build -out Conditions 8: Senseny Rd & Grocery Avenue 101712008 ® .9 --,, 'r 4-- 4 - °\ t / b d Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Max 6.0 6.0 6.0 Minimum S plit (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Actuated g /C Ratio 12.0 12.0 12.0 Total Split (s) 12.0 71.0 71. 59.0 59.0 59.0 19.0 19.0 0.0 19.0 19.0 19.0 Tol talS Plit(ON 13.3% 78.9% 78.9% 65.6% 65.6% 65.6% 21.1% 21.1% 0.0% 21.1 % 21.1% 21.1% Maximum Green (s) 6.0 65.0 65.0 53.0 53.0 53.0 13.0 13.0 0.0 13.0 13.0 13.0 ,Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0.1 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 Lost Time Ad just (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 4.0 6.0 _ 6.0 6.0 Lead/Lag _, La Lead _Lead Lead Lead -Laq Optimize? Yes Yes Yes Yes R ecall Mode None C -Max C -Max C -Max C -Max C -Max Max Max Max Max Max Act Effct Green (s)_ 65.0 65.0 65.0 53.0 53.0 53,0 13.0 13.0 T 13.0 13.0 Actuated g /C Ratio 0.72 0.72 0.72 0.59 0.59 0.59 0.14 0,14 0.14 0.14 v/c Ratio 0.34 0.32 0.02 0.10 0.65 0.04 0.35 0,04 0.13 0.34 _ Control Delay 6.6 4.5 1.1 8.7 15.8 4.2 40.2 01 35.5 10.4 Queue Del 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _ 0.0 0.0 Total Delay 6.6 4.5 1.1 8.7 15.8 4.2 40.2 0.1 35.5 10.4 App roach Dela 4.9 14.8 29.9 15.3 App roach LOS A B C B _ Queue Len gth 50th (ft) 17 49 0 13 248 3 36 0 13 C Queue Len gth 95th (ft) 31 76 4 30 366 15 77 0 37 4 Internal Link Dist 320 283 110 215 L n Ba y Length (ft) 150 100 100 100 _ Base Capacity NO) 452 1346 1151 545 1097 942 199 666 200 321 Spillback Ca Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Re ductn 0 0 0 0 0 0 0 0 _ 0 - 0 Reduced v/c Ratio 0.34 0.32 0.02 0.10 0.65 0.04 0.35 0.04 0.13 0.34 Intersection Summary Area Ty pe: Other Cycle Leng 90 Actuated C ycle Leng 90 Offset: 0 ( 0 0 /6 ), Referenced to p hase 2:EBTL and 6:WBTL Start of Green _ Natural C 60 Control T Actuated - Coordinated Maximum v/c Ratio: 0.65 • Synchro7- Report Pafton Harris Rust & Associates Page 9 9 0 • • Ervin - Senseny Road Property 2016 Build -out Conditions_AM_Improvements 8: Senseny Rd & Grocery Avenue 10 / 7 / 2 008 Splits and Pha ses: 8: Senseny Rd & Grocery Avenue • Synchro 7 - Report Patton Harris Rust & Associates Page 10 Min mss: r�R >v:� : �❑ MD MCI M❑ • Synchro 7 - Report Patton Harris Rust & Associates Page 10 Ervin - Senseny Road Property 2016 Build -out Conditions 3: Senseny Rd & Greenwood Rd 10/ 7/200 8 • _-A __,, --# r *-- 4 t I r Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1770 3483 0 1770 3539 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.187 0.177 0.641 0.265 Satd. Flow (perm) 348 3483 0 330 3539 1583 1194 1863 1583 494 1863 1583 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 45 45 45 45 Adj. Flow (vph) 401 800 97 319 698 207 142 288 322 281 184 448 Shared Lane Traffic (%) Lane Group Flow (vph) 401 897 0 319 698 207 142 288 322 281 184 448 Lane Ali Left Left Ri Left Left Ri Left Left Ri Left Left •, Median Width 12 12 12 12 Link Offset(ft) 0 0 0 0 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mohl 15 9 15 9 15 9 15 9 Detector Detector Phase 7 4 3 8 1 2 2 2 1 6 6 Synchro 7 - Report Patton Harris Rust & Associates Page 1 Storage Lanes 1 0 1 1 1 1 1 1 Detector 1 Size(ftl 20 6 20 6 20 20 6 20 20 6 20 Tul rn T pm +p pm +p p m +ov Perm Perm pm +p Per Protected Phases 7 4 3 8 1 2 1 6 • • Ervin - Senseny Road Property 2016 Build -out Conditions 3: Senseny Rd & Greenwood Rd 10/712008 • , --,, 1 4 *-- I 1 t /0� `► l r Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR S witch Ph J Minimum Initial (s) 6.0 6.0 65.8 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum S plit (s) 12.0 12.0 C 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Total Split (s) 26.0 42.0 0.0 20.0 36.0 15.0 29.0 29.0 29.0 15.0 44.0 44.0 19!2! lit ( %) 24.5% 39.6% 0.0% 18.9% 34.0% 14.2% 27.4% 27.4% 27.4% 14.2% 41.5% 41.5% Maximum Green (s) 20.0 36.0 182 #279 220 14.0 30. 9.0 23.0 23.0 23.0 9.0 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 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 Lost Time Ad just (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 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Recall Mode None Max None Max None C -Max C -Max C -Max None C -Max C -Max Act Effct Green (s) 55.3 36.0 44.7 30.7 45.7 23.0 23.0 23.0 _ 38.0 38.0 38.0 Actuated q/C Ratio 0.52 0.34 0.42 0.29 0.43 0.22 0.22 0.22 0.36 0.36 0.36 Total Dela 46.9 35.4 65.8 28.2 2.6 46.0 49.5 7.7 81.0 25.6 7.9 LOS D D E C A D D A F C A Ap proach Dela 0 39.0 0 33.7 0 0 30.9 0 0 34.0 0 App roach LOS 0 D 0 C _ 0 C 0 _ C 0 • Queue Len gth 50th (ft) Queue Len gth 95th (ft) Internal Link Dist (ft) 176 #352 277 354 548 155 m #309 165 265 320 6 m27 86 152 182 #279 220 0 73_ 144 _ #31 88 144 438 33 120 Base Ca pacity (vph) 452 1191 329 1025 777 259 404 596 285 668 807 Starvation Ca Reductn 0 0 0 0 0 0 0 0 0 0 0 Sp illback Ca Reductn 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 Reduced v1c Ratio 0.89 0.75 0.97 0.68 0.27 0.55 0.71 0.54 0099 0.28 0.56 Intersection Summary Area Typ Other Cy cle Len 106 ICU m Volume for 95th percentile queue is metered by upstream • Synchro 7 - Report Patton Harris Rust & Associates Page 2 0 Ervin - Senseny Road Property 2016 Build -out Conditions_PM_Improvements 3: Senseny Rd & Greenwood Rd 10/7/2008 Splits and Phases: 3: Senseny Rd & Greenwood Rd e1 Ato e2 '(' e3 —P- i' e4 15TsMI 1111 207 42s ° ` " ^" 06 , 07 6 08 44 s 26s 110MMMMEVI 36s' to • Synchro 7 - Report Patton Hams Rust & Associates Page 3 0 0 9 Ervin - Senseny Road Property 2016 Build -out Conditions 5: Site -Dr #1 & Greenwood Rd 10/712008 d 4�_ T P 1 Lane 0 541 Lanes 0 1 0 0 :ngth (it) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected 0.865 0.992 _ Said. Flow (prat)___ Flt Permitted 0 1611 1848 0 _ 0 1863 _- Satd. Flow (perm) Link Speed (mph)_ 0 45 1611 1848 45 0 _ 0 _ 1863 45 Link Distance (h) Travel Time (s) 242 3.7 209 3.2 _ _ 300_ 4.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 _ 0.90 Adj. Flow (vph) _ 0 92 660 40 0 601 0 0 601 • Area Typ Other _- _ _.- _ _ _ _J Control T ype: Unsig nalized Intersect __ _ __ ion Ca pacity Utilizat 45.3% _ _ICU Level of Service A _ __ — j Analysis Period (min) 15 • Synchro 7 - Report Patton Harris Rust & Associates Page 4 Lane Ali Left Ri Left Ri Left Left Median Width 0 12 12 _ J- Link Offset ft) 0 0 0 _ Crosswalk Width 16 16 _ 16 _ _� • • Ervin - Senseny Road Property 2016 Build -out Conditions 5: Site -Dr #1 & Greenwood Rd 101712008 ® 'r 4 - q 1 4* b flare p X, platoon unblocked 0.78 6C, conflictin volume 1281 680 700 vC1, sta 1 conf vol J Volume Left 0 0 0 Volume Ri 92 40 _ _ 0 cSH 451 1700 1700 Volume to Ca pacity 0.20 0.41 _ 0.35 Queue Len gth 95th (ft) 19 0 0 Control Dela 15.0 0.0 0.0 Lane LOS C App roach Dela §)_ 15.0 0.0 0.0 Intersection Summary Average Delav 1.0 Anal ysis Period ( min ) 15 • Synchro7- Report Patton Hams Rust & Associates Page 5 Hourly flow rate (vph) 0 92 660 40 0 601 Pedestrians Lane Width (ft) cM cap acity_(veh /h) 155 451 897 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions—PM—Improvements 7: Senseny Rd & Site -Dr #2 10/7/2008 Lane Flt Protected Satd. Flow (prot) 1863 1583 0 1863 0 1611 _ Flt Permitted Satd. Flow (perm) 1863 1583 0 1863 0 1611 0.90 - - -- - - - - -- 0 Adj. Flow(yph) ___ 1216 189 0 122 0 86 Shared Lane Traffic ( %) Lane Grou Flow (yph)_ 1216 189 0 1 223 0 86 Enter Blocked Intersectio Yes No No Yes N o No Lane Ali Left Ri Left Left Left _ Ri ght Median Width(ft) 12 12 0 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Tul ruin Speed (mph)_ 9 15 _ 1 5_ _9_ _ Sign Control Free Free Stop Intersection Summary Area Ty pe: Other ControlT Intersection Ca pacity Utilizat 69.0% IC Level of Service C Analy Pedo (min)15 Synchro 7 - Report Patton Harris Rust & Associates Page 6 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions 7: Senseny Rd & Site -Dr #2 10/712008 Lane Width (R)___ Walking Speed ((Us) Percent Blocka Rig turn flare ( veh ) Median typ None None • Volume Total 1216 189 1223 86 _ _ • Synchro 7 - Report Patton Hams Rust & Associates Page 7 Sig Control Free Free Slop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 vC2, stag 2 conf vol vCu, unblocked vol 1348 1632 1047 _ LC, single (s) 4.1 6.4 6.2 Lane LOS E App roach Dela §) 0.0 0.0 44.2 Approach LOS E I ntersection Summary 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions 8: Senseny Rd & Orrick Property Site - Driveway 1017/2008 ® _,A -- *-- 4, .6\ t /1� \0. l d 1.00 1.00 1.00 Flt Protected 0.950 51 0.950 69 0.950 76 0 318 0.950 0 Said. Flow (prot) 1770 1863 1583 1770 1863_ 1583 1770 1583 0 0 1583 Flt Permitted 0.202 0 76 318 No No No 0.132 Left Left 0.708 _ Left Left 0.724 Left Le Rig Said. Flow (perm) 376 1863 1583 246 1863 1583 1319 1583 0 0 1349 1583 Rig Turn on Red CI +Ex Yes CI +Ex Yes 0 Yes 16 Yes Satd. Flow (RTOR) _ 29 _ 33 175 318 Link Speed (mph) 45 45 45 45 Travel Time Is Adj. Flow (vph) 290 960 51 120 734 69 1 72 0 51 76 0 318 Shared Lane Traffic (qo) 0 0 0 0 Detector 1 Position 0 Lane Grou Flow (vph) Enter Blocked Intersection 290 960 No No 51 No 120 7 No No 69 No 172 51 0 No No No 0 76 318 No No No Lane Ali Left Left Ri _ Left Left Ri Left Le Rig _ Left Left Ri ght • Median Width 12 20 12 6 12 _ _ 12 Link Offset ft) 0 CI +Ex 0 CI +Ex 0 0 Crosswalk Width Two way Left Turn Lane 16 CI +Ex _ 1 _ 16 16 15 9 15 9 15 9 15 Thru Left Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position 0 0 0 0 0 0 0 0 _ _ 0 0 0 Detector 1 Size 20 6 20 20 6 20 20 6 20 6 20 Detector 1 T ype_ CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex _ CI +Ex C_I +Ex CI +Ex Detector 1 Channel 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CI +Ex CI +Ex Detector 2 Extend (s) 0.0 0.0 Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 • Synchro 7 - Report Patton Har is Rust & Associates Page 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (h) 150 100 100 100 0 0 0 _ 0 Storage Lanes 1 1 1 1 1 0 0 1 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions 8: Senseny Rd & Orrick Property Site - Driveway 1OM2008 ® - --, 1< *-- 'I- . 4\ 1 r* \10. d d Switch Phase _ 2.0 2.0 Minimum Initial (s) _ ___ 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum S plit (s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Total Split (s) 18.0 79.0 79.0 61.0 61.0 61.0 27.0 27.0 0.0 27.0 27.0 27.0 12.0 73.0 73.0 55.0 55.0 55.0 21.0 21.0 2 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 Lost Time Ad just (s) 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 _ _ 0.0 6.0 6.0 6.0 6.0 _ _ 0.0 _ 4.0 6.0 6.0 6.0 Lead /Lag _Lag C _ A Lead Lead Lead A Ap proach Dela 11.9 Lead -La O ptimize? Yes Yes Yes Yes App roach LOS B Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode _ 3.0 None C -Max C -Max C -Max C -Max C -Max Max Max Max Max Max 0.52 0.52 0.52 0.20 0.20 Control Delay 19.7 8.8 1.7 93.6 26.6 7.9 52.6 0.5 39.5 8.3 Queue Dela 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Dela 19.7 10.0 1.7 93.6 26.5 7.9 52.6 0.5 39.5 8.3 LOS B B A F C _ A D A _ D A Ap proach Dela 11.9 33 40.7 _14A - � App roach LOS B C D B Queue Len gth 50th (ft) • 46 131 0 73 379 12 109 0 44 0 Queue Len gth 95th (ft)_ Internal Link Dist (ft m94 m192 320 m5 #197 _ 539 283 34 #195 0 110 88 215 74 Tul rn Ba y Length (ft) _ 150 Base Ca pacity (vph) 417 12 83 100 1099 100 128 967 100 837 261 454 _ _ _ _ 267 1 5 69 Starvation Ca Reductn 0 143 0 _0_ 0 0 0 0 _ 0 i 0 Spillback Cap Reductn 0 0 0 _ 0 0 0 0 0 0_ 0 Storage Cap Reductn _ 0 0 0 0 _ 0 0 Reduced v/c Ratio 0.70 0.84 0.05 0.94 0.76 0.08 0.66 0.11 0.28 0.56 Intersection Summary Area Ty pe: Other Cycle Leng 106 Actuated C ycle Leng 106 Offset: 104 (98 0 /o), Referenced to p hase 2:EBTL and 6:WBTL Start of Green Natural C 80 _ Control T Actuated- Coordinated _ Maximum v/c Ratio: 0.94 Intersection Si gnal Delay 21.6 Intersection LOS: C _ Intersection Capacity Utilization 81.7% ICU Level of Service D Analy Period (min) 15 # 95th oercentile volume exceeds caoacity. aueue may be longer m Volume for 95th percentile queue is metered by upstream signal. Synchro 7 - Report Patton Harris Rust & Associates Page 9 0 0 L.J n U Ervin - Senseny Road Property 2016 Build -out Conditions_PM_Improvements 8: Senseny Rd & Orrick Property Site - Driveway 10/7/2008 Splits and Phases: 8: Serseny Rd & Orrick Property Site-Drivewa • Synchro 7 - Report Patton Harris Rust & Associates Page 10 WIS V z • Synchro 7 - Report Patton Harris Rust & Associates Page 10 • 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions 3: Senseny Rd & Greenwood Rd 10m2008 -, V f - ~ 1 - .0 \ 1 j d Lane Confi Volume (vph) ' i 280 fT 690 36 Vi 295 ?? 644 F 184 y1i 72 ? 207319 r I 221 ? 195 F 284 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 Thru 0 90 100 100 Th ru 150 250 20 150 Storag Lanes 1 5 0 1 20 1 1 20 1 1 0 1 Taper Length ((t) 25 45 25 25 45 25 25 45 25 25 45 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 6 0.993 20 _ _ 6 .1 0.850 CI +Ex 4.5 0.850 CI +Ex 7.8 0.850 Fit Protected 0.950 0.90 0.90 0.950 0.90 0.90 0.950 0.90 0.90 0.950 0.90 0.90 Flt Permitted 0.218 12 12 0.185 0 16 0.622 9 15 0.324 9 1.00 1.00 Said. Flow (perm) 406 3514 0 345 3539 1583 1159 1863 1583 604 1863 1583 Rig Turn on Red Left Thru Yes Left Yes Left Th ru Yes Leadin Detector (ft) 20 Yes Satd. Flow (RTOR)_ 100 5 20 _ 20 165 _ _1 20 354 0 0 316 Link Speed (mph) 0 45 0 0 45 0 0 45 0 0 45 0 Link Distance (ft)_ 0 628 0 0 400 0 Detector 1 Size 300 6 20 518 20 Travel Time (s) 6 9.5 20 _ _ 6 .1 Detector 1 T CI +Ex 4.5 CI +Ex CI +Ex 7.8 CI +Ex 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) 311 767 40 328 716 204 80 230 354 246 217 316 Lane Grou Flow (vph) Enter Blocked Intersectir • Lane Alig Median Width Link Offset Crosswalk Width Two way Left Turn Lane Left Ri Left Left 12 12 0 0 16 16 9 15 9 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1­2 __2 1 Detector Tem Left Thru Left Thru Ri Left Thru Ri Left Th ru Ri ght Leadin Detector (ft) 20 100 20 100 20 20 100 20 20 _ _1 20 Trailing Detector (ft) 0 0 _ 0 0 0 0 0 0 0 0 0 Detector 1 Position @) 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size 20 6 20 6 20 20 6 20 20 6 20 Detector 1 T CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex CI +Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Dela y_(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position( 94 _ 94 94 94 Detector 2 Size (ft)_ 6 6 6 6 Detector 2 T CI +Ex CI +Ex C I +Ex CI +Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Tul rn T P +p pm +p p m +ov Perm Perm pm +p Perm Protected Phases 7 4 3 8 1 2 1 6 Permitted Phases 4 8 8 2 2 6 6 Detector Phase 7 4 3 8 1 2 2 2 1 6 6 328 No Left 716 204 80 ki,, ni,, ki„ • Synchro7- Report Patton Harris Rust & Associates Page 1 • • u Ervin - Senseny Road Property 2016 Build -out Conditions_SAT_Im prove ments 3: Senseny Rd & Greenwood Rd 101712008 Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Split (s) 27 Tol tal S plit ( %)_ 26.0% 36.5% 0.0% 22.1% 37.0 16.3% 25.0% 25.0% 25.0% 16.3% 41.3% 41.3% Maximum Green (s) 2 32.0 0.0 17.0 _3 2.7% 28.0 11.0 20.0 20.0 20.0 11.0 37.0 37.0 Yellow Time (s)___ 4.0 4.0 C 4.0 _ 4.0 4.0 4.0 4.0 4.0 _ 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 251 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Ad just(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 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead La Lead Yes Yes Yes Mode None Total Internal Yes Max None C -Max ratio 0.48 0.32 0.46 0.31 37.0 034 0.72 0.87 0.65 0.19 27.3 35.9 48.3 26.2 0.36 0.0 0.0 0.0 0.0 0.41. 27.3 35.9 48.3 26.2 39.7 C D D C y 0.0 33.5 0.0 28.1 2.6 41.8 C 8.7 C 50th (ft) 113 251 155 _ 160 95th (ft) 188 323 m #256 m274 st (ft) 26.3 548 0.33 320 9.0 20.0 20.0 20.0 37.0 37.0 37.0 .47 0.19 0.19 0.19 0.36 0.36 0.36 .24 0.36 0.64 0.60 0.73 0.33 0.41. 2.6 41.8 48.0 8.7 39.7 26.2 4.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 41.8 48.0 8.7 39.7 26.2 4.5 A D D A D 'CA 0.24 0.36 0.64 26.3 0.73 0.33 21.6 Intersection Summary 4 47 142 0 121 104 0 Base Ca pacity (vph) 484 1118 395 1090 833 223 358 5 90 338 663 767 Starvation Ca Reducln 0 0 0 0 0 0 0 0 0 0 0 Sp illback Cap Reducln 0 0 0 0 0 0 0 0 0 0 - F 0 - o Storage Cap Reductn 0 0 0 0 0 0 0 _0 0 Reduced v/c Ratio 0.64 0.72 0.83 0.66 0.24 0.36 0.64 0.60 0.73 0.33 0.41 Intersection Summary Area Typ Other Cycle Leng 104 Actuated C ycle Leng 104 _ Offset: 72 (69 %, Referenced to p hase 2:NBTL and 6:SBTL Start of Green Natural C 70 Control T Actuated - Coordinated Maximum v/c Ratio: 0.87 Intersection Caoacitv Utilization 79.7% ICU Level of Service D volume exceeds m Volume for 95th percentile queue is metered by upstream • Synchro 7 - Report Patton Harris Rust & Associates Page 2 • U • • Ervin - Senseny Road Property 2016 Build -out Conditions 3: Senseny Rd & Greenwood Rd 10/712008 Splits and Phases: 3: Senseny Rd & Greenwood Rd of 1P o2 4 m3 * e4 1r7s 2MIMMEMMI 10 s 14b o6 ' o7 If e8 437 1 if 27 s 34s • Synchro 7 - Report Patton Harris Rust & Associates Page 3 • u Ervin - Senseny Road Property 2016 Build -out Conditions 5: Site -Dr #1 & Greenwood Rd 10m2008 • - 4�- 1 Lane Util, Factor 1 Frt 0.865 0.992 • Link Two way Left Turn 15 7 J Turning Speed (mph) 15 9 9 15 Sig Control Sto Free Free Control T ype: Unsig nalized Intersection Ca pacity Utilization 40.7% ICU Level of Service A 209 300 • Synchro 7 - Report Patton Harris Rust & Associates Page 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 _ Storag Len gth (R) 0 0 0 110 _ Storage Lanes 0 1 0 0 Link Offset(ft) 0 0 0 • 0 Ervin - Senseny Road Property 2016 Build -out Conditions — SAT — Improvements 5: Site -Dr #1 & Greenwood Rd 101712008 • 6 'I- t P d Lane Grade 0% 0% 0% _ Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Houdy rate (vph) 0 77 588 36 _ 583 Pedestdans Lane Width (R) turn Median stora veh)_ _ Up stream si gnal ((t) _ 300 pX, p latoon unb 0.76 yC, conflictin volume 1189 606 623 vC1, sta 1 conf vol vC2, sta 2 conf vol vCu, unblocked vol 1091 606 tC, single (s) 6.4_ 6.2 4.1 tC, 2 sta (s) lF(s) p0 q ueue free % 3.5 100 3.3 85 2.2 100 cM capacity_(vehm) 181 497 958 Direction Lane # WB 1 NB 1 SB 1 Volume Total Volume Left 77 0 623 0 583 0 VhumeRight cSH Volume to Ca pacity _ Queue Len 95th (ft)_ Co ntrol Dela y_(s)_ 77 497 0.15 14 13.6 36 1 700 0.37 0 0.0 0 1700 0.34 0 0.0 Lane LOS _ App roach Dela (s) Approach LOS B 13.6 B 0.0 0.0 I ntersection Summary Average Delay 0.8 Intersection Ca pacity Utilization 40.7% ICU Level o S ervice A A 15 — - -__ -_ • Synchro 7 - Report Patton Harris Rust & Associates Page 5 i • Ervin - Senseny Road Property 2016 Build -out Conditions 7: Senseny Rd & Site -Dr #2 10/7/2008 49 --*� --V Frt 0.850 0.8 Flt Protected Satd. Flow (prot) 1863 1583 0 1863 0 1611 Fit Permitted Satd. Flow (oerm) 1863 1583 0 1863 D 1611 405 400 141 Peak Hour Factor 0.90 0.90 0.90 0. 0.90 0.90 Adj. Flow (yph) 120 167 0 1248 _ _ 0 72 Shared Lane Traffic ( %) Intersection Yes No No Yes No No Median 16 • Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 — Tul rnin Speed (mph) 9 15 15 9 _ Sign Control Free Free Stop Intersection Summary Area Typ Other Control Type: Unsign Intersection Ca pacity Utilization 67.6% I Level of Service C Analysi Pe od (min)_ 12 is Synchro 7 - Report Patton Harris Rust & Associates Page 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 0 0 Ervin - Senseny Road Property 7: Senseny Rd & Site -Dr #2 1201 167 2016 Build -out Conditions 10 /72008 Volume Left 0 0 0 0 Movement EBT EBR WBL WBT NBL NBR cSH Lane Confi f r 1700 +_ r 0.71 Volume (veh) 1081 _ 150 0 1123 0 65 0 Sig Control Free 43 Free Sto 0.0 0.0 Grade 0% Lane LOS 0% 0% E Peak Hour Factor 0.90 0.90 0.90 0.90 0 .90 0.90 _ Houdy flow rate (yph) 1201 167 0 1248 D 72 _ Pedestrians Lane Width Walking Speed (fUs) Percent Blocka Rig turn flare (veh) Median typ None Median stora veh) Up stream si gnal (h) _ 405 None 400 _ _ _ _ __ — — — — — _ — � _J pX, p latoon unblocked 0.67 0.72 0.67 —, conflictin volume 1368 2449 1201 vC1, sta 1 con' vol vC2, sta 2 conf vol vCu, unblocked vol 1302 1778 1052 - -� tC, single O 4.1 6.4 6. p0 q ueue free % 100 100 • -- cMcapacity (vehm) 355 65 184 84 i _] Volume Total _ 1201 167 1248 72 Volume Left 0 0 0 0 Volume R ight ___ 0 167 0 72 cSH 1700 1700 1700 184 Volume to Ca pacity_ 0.71 0.10 0.73 0.39 Queue Len gth 95th (ft) 0 0 0 43 ControlDela 0.0 0.0 0.0 36.8 Lane LOS E App roach Dela (s) 0.0 0.0 36.8 _ Approach LOS E I ntersection Summary • Synchro 7 - Report Patton Hams Rust & Associates Page 7 0 0 Ervin - Senseny Road Property 2016 Build -out Conditions 8: Senseny Rd & Orrick Property Site - Driveway 1017/2008 --* --I. -- v f- k 4 r Lane Confi Volume (vph) 1 315 T 790 F 41 ' f_ 95 T 720 F 75 1 1 130 ' 0 39 65 d 0 F 274 Ideal Flow ( vphp l) _ 1900 1900 1900 1900 _ 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length ((t)_ 150 878 100 100 800 100 0 0 0 0 0 0 Storag Lanes 1 878 No 1 1 _ 1 1 43 No 0 0 72 No 1 Lper Length (ft) 25 Left 25 25 Left 25 25 Left 25 25 Left 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 0.850 0 0.850 0.850 0.850 Flt Protected 0.950 16 _ 0.950 16 0.950 16 _ 0.950 1 Satd. Flow (prot) 1770 1863 1583 1770 18 1583 1770 1583 0 1.00 1 770 1583 Flt Permitted 0.157 2 9 1 0.173 2 9 1 0.710 9_ 15 _1 0.729 9 1 Satd. Flow (perm)__ 292 1863 1583 322 1863 _ 1583 1323 1583 0 _ 0 1358 1583 Right Turn on Red 20 100 Yes 20 100 Yes 20 100 Yes 20 _ 100 Yes 45 45 Travel Time (s) 6.1 5.5 2.9 4.5 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) 350 878 46 106 800 83 144 0 43 72 0 304 - 4 Shared Larie Traffic M Lane Grou Flow (vph) Enter Blocked Intersection 350 No 878 No 46 No 106 No 800 No 83 No 144 No 43 No 0 No 0 _ No 72 No 304 No Lane Ali Left Ri Left Left Ri Left Left Ri ght Left Ri ght Median Width • - - Left 12 12 12 - Left 12 Link Offset 0 0 0 0 CrosswalkWidth Two wa Left Turn Lane 16 16 16 16___ 1 Headway Factor 1.00 1.00 1.00 1.00 1 .00 1 .00 1.00 1.00 1.00 1.00 _ 1 Turning Speed (mph) r of Dete Number 15 1 2 9 1 15 1 2 9 1 15 1 9_ 15 _1 __ 2 9 1 Detector Template Left Thru Ri Left Thru Ri Left Thru Left Thru Right Leadin Detector (ft) 20 100 20 20 100 20 20 100 20 _ 100 20 Trailing Detector (ft)_ Detector 1 Position Detector 1 Size(ft) Detector 1 T 0 0 20 CI + 0 0 6 CI +Ex 0 0 20 CI +Ex 0 0 20 CI +Ex 0 0 6 CI +E 0 0 20 CI +Ex 0 0 20 CI +Ex 0 0 6 CI +Ex _ _ 0 _ 0 20 CI +Ex 0 6 CI +Ex 0 0 0 20 CI +Ex +Ex _ Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) Detector 1 Dela (s) Detector 2 Position Detector 2 Size 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 0.0 94 6 0.0 0.0 Detector 2 T CI +Ex CI +Ex CI +Ex CI +Ex Detector 2 Channel Detector 2 Extend ( s) 0.0 _ 0.0 0.0 0.0 Tul rn T pm +p Perm Perm Perm Perm Perm Perm Protected Phases 5 2 6 8 4 Permitted Phases 2 2 6 6 8 4 4 Detector Phase 5 2 2 6 6 6 8 8 4 4 4 • Synchro 7 - Report Patton Harris Rust & Associates Page 8 • • Ervin - Senseny Road Property 2016 Build -out Conditions-SAT-Improvements 8: Senseny Rd & Orrick Property Site - Driveway 10/7/2008 • '--,, --v f , 4 4 -- q t r ti d r Minimum Maximum Green Total Lost Time Recall Mode Act Effct Gre Actuated q/C 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 16.0 76.0 76.0 60.0 60.0 60.0 28.0 28.0 i.4% 73.1% 73.1% 57.7% 57.7% 57.7% 26.9% 26.9% 10.0 70.0 70.0 54.0 54.0 54.0 22.0 22.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lag 0 0 Lead Lead Lead 0 0 Yes 0 0 Yes Yes Yes _ 0 0 C -Max Max rnxa 0.67 0.67 0.52 0.70 0.04 0.63 75.6 11.4 2.9 38.7 0.52 0.52 0.21 0.21 0.83 0.10 0.51 0.09 30.1 8.0 43.8 0.4 0.0 0.0 0.0 0.0 30.1 8.0 43.8 0.4 C A D A 29.2 33.8 12.0 12.0 12.0 28.0 28.0 28.0 2.0 2.0 2.0 0.0 0.0 0.0 6.0 6.0 6.0 Max Max 22.0 22.0 0.21 0.21 D 14.3 B • Queue Len gth 50th (ft) -130 162 1 48 429 15 85 0 40 7 Queue Len gth 95th (R)_ #315 243 m8 #141 615 39 150 0 82 81 Internal Link Dist (ft) 320 283 110 215 Tut m Ba y Length (ft)_ 150 100 100 100 __ _ _ _ _ _ _ i Base Ca pacity (vph) 339 1254 1075 167 967 _ 840 280 491 287 564 StarvationnC 0 108 0 0 0 0 0 0 0 0 0 Sp illback Cap Reductn 0 0 0 0 0 0 0 0 _ 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 _ 0 0 Reduced v/c Ratio 1.03 0.77 0.04 0.63 0.83 0.10 0.51 0.09 0.25 0.54 Intersection Summary - Volume exceeds capacity. aueue is theoretically infinite. # 95th p ercentile volume exceeds ca pacity, q ueue ma be long Queue shown is maximum after two c _ m Volume for 95th percentile queue is metered by upstream signal. Synchro 7 - Report Patton Harris Rust & Associates Page 9 Natural C 75 Control T Actuated- Coordinated Maximum v/c Ratio: 1.03 Intersection S ignal Delay 27.3 Intersection LOS: C Intersection Caoacitv Utilization 84.2% ICU Level of Service E 0 w Ervin - Senseny Road Property 2016 Build -out Conditions 8: Senseny Rd & Orrick Property Site - Driveway 101712008 Splits and Phases: 8: Senseny Rd & Ordck Prop Site - Driveway 11 9 Synchro 7 - Report Patton Harris Rust & Associates Page 10 MLI R_.•.M❑ �L7 �❑ 11 9 Synchro 7 - Report Patton Harris Rust & Associates Page 10 F Administrative Guidelines 0 January 28, 2008 *X ` /D ®� Virginia Department PRE -SCOPE OF WORK MEETING FORM V of Transportation Information on the Project Traffic Impact Analysis Base Assumptions The applicant is responsible for having this form completed and returned to VDOT and the locality no less than three (3) business days prior to the meeting. If a completed form is not received by this deadline, the scope of work meeting may be postponed. Contact Information Consultant Name: Patton Harris Rust & Associates c/o Michael Glickman Tele: (301) 223 -4010 E -mail: Michael.Glickman@phra.com Developer /Owner Name: of Route 656 (Greenwood Road), Tele: Ervine Development E -mail: specific location map) r L- Project Information Project Name: Senseny Road Property Project Location: Project is located along the east side of Route 656 (Greenwood Road), (Attach regional and site south of Route 657 ( Senseny Road), in Frederick County, VA. A location specific location map) map is attached. Project Description: Including type of application (rezoning, subdivision, site SCODinQ Session plan), acreage, business square Rezoning ft, number of dwelling units, access location, etc. Attach additional sheet if necessary) Locality/County: Frederick County Proposed Use: (Check all that apply attach Residential ❑ Commercial 0 Mixed Use ❑ Other ❑ additional pages as necessa Residential # of Units: Mixed Use: # Res. Units: Commercial Use Sq Ft: ITE LU Code(s): 24,900S Commercial Use Sq Ft: ITE LU Code(s): ITE LU Code(s): 853 — 4,000 SF Convenience Mart Other: w /Gas Station ITE LU Code(s): 881 — 12,900 SF Pharmacy I 912 — 8,000 SF Drive -in Bank Page 1 of 6 0 Administrative Guidelines AM 0 January 28, 2008 J Page 2 of 6 Traffic Impact Analysis Assumptions Study Period Existing Year: 2008 Build -out Year: 2010 Design Year: 2016 Study Area Boundaries North: Senseny Road South: Site - Driveway #1 East: Site - Driveway #3 West: Greenwood Road (Attach map) External Factors That Could Affect Project (Planned road improvements, other nearby developments) Consistency With Comprehensive Plan Available Traffic Data (Historical, forecasts) Trip Distribution Road Name: Greenwood Road N 30% S 10% E % W % (Attach sketch) — — — Road Name: Senseny Road N _% S_% E 30% W 30% Road Name: N % S % E % W % • Road Name: N _% S % E _% W _% Annual Vehicle Trip Peak Period for pM ©A Growth Rate: o 1 �O Study Circle all that ap (7-9) (4-6) (11 -1) 1. Greenwood Road /Senseny Road 5. Study Intersections 2. Greenwood Road /Site- Driveway #1 6. and /or Road Segments (Attach additional sheets as 3. Senseny Road/ Site - Driveway #2 7. necessary) 4. Senseny Road/ Site - Driveway 8 #2/Grocery Avenue Trip Adjustment Internal allowance: ❑ Yes 21 No Pass -by allowance: 0 Yes ❑ No Factors Reduction: % trips Reduction: 40 % trips (for Code 853) Software Methodology 0 Synchro ❑ HCS (v.2000 / +) ❑ aaSIDRA ❑ CORSIM ❑ Other Traffic Signal Proposed or Affected (Analysis software to be used, progression speed, cycle length) J Page 2 of 6 0 0 • Administrative Guidelines January 28, 2008 Improvement(s) Assumed or to be Considered Background Traffic Fieldstone, Orrick Property during Year 2010. Additionally, Butcher Studies Considered Property, Lambert-Ward Property, Abrams Pointe, Brairwood III and Miscellaneous other developments along Channing Drive during Year 2016 ❑ Master Development Plan (MOP) 0 Generalized Development Plan (GOP) Plan Submission ❑ Preliminary/Sketch Plan ❑ Other Plan type (Final Site, Subd. Plan) Queuing analysis 0 Actuation /Coordination El Weaving analysis Additional Issues to be ❑ Merge analysis R] Bike /Ped Accommodations ❑ Intersection(s) addressed ❑ TDM Measures ❑ Other • NOTES on ASSUMPTIONS: SIGNED: Applicant or Consultant L PRINT NAME: Michael Glickman, PE Applicant or Consultant DATE: 08/26/2008 Page 3 of 6 • • r] Administrative Guidelines January 28, 2008 No Scale 3 3 Q n c o n m m � g StOto d Dr " v o n S\ Green p a rk D ° J ` f 1O Sensen Rd Senseny Rd G c7r�y� 5 Arok Gi $ S I 1 L' SpnsB^y R\,_ m n � c' Grp, u° mod Avp / in Meodog P - n +n Figure 1 Vicinity Map: Ervin - Senseny Road Property, in Frederick County, VA Page 4 of 6 0 Administrative Guidelines • No Scale I * n u 0 • I Figure 2 Trip Distribution Percentages January 28, 2008 Page 5 of 6 0 0 Ll Administrative Guidelines January 28, 2008 'fable 1: Peak Hour of Generator, per Chapter 527 Proposed Development:Senseny Road Property Trip Generation Summary Code land Use Amount In AJI Peak Iluur Our Total In PAI Peak flour Out Total \UT SIT In Peak Our Hour Total , \DT 853 Carve.. Nan wl,mmn, 4,000 SP 90 90 181 125 125 250 3.382 116 107 222 5,794 881 Pimrmacyw /DT 12,900sIn 50 52 102 61 61 123 1,137 51 51 101 1,137 912 Drive - inBark 8,0005P 110 105 215 218 210 428 1,716 151 145 299 629 166 149 Total 250 2a8 498 405 396 801 6235 318 313 624 7560 Note: In traffic impact analysis, the ITE rates based upon adjacent street traffic will be considered per chapter 527. Table 2: Peak Hour of Adiacent Street Proposed Development:Senseny Road Property Trip Generation Summary • • Cade band Use , \mount In A \I Peak Out Iluur To ml In PM Peak Out am" rust \DT SAT In Peak (lour Out 'foul \DT 853 Conven. Man wlpumPs 4,000 SP 91 91 182 121 121 242 3,382 116 107 222 5,794 881 Pharmacy w /DT 12.90051 20 15 34 54 57 III 1,137 51 51 101 1.137 912 Drive- inBack 8,000SN 55 43 99 183 183 366 1,716 151 145 297 629 Total 166 149 315 359 361 720 6,235 318 303 620 7 501 Page 6 of 6 0 0 terxction: E -W: Senscn Rd Weather J Fil Name N -S: Greenard Rd Count H 11P I nput By 11P Location Winchester,VA Cantu Date 5/92007 15 Minute EB: Senseny Rd WB: Senseny Rd NB: Grecnoad Rd SB: Greenood Rd 15 Min. Period N,S, Period Be inin • Left Thru Right Total Left Thou Right Total Left Thou Ri ht Total Left Thou Right Total E & W Be inin 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 II 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 70 106 292 745 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 8:30 845 37 18 11 66 4 62 13 79 10 9 3 22 11 25 49 85 252 8:45 A.M. Taal 288 211 97 • 596 33 361 161 555 82 97 25 204 84 193 429 706 2061 A.M. Total 1600 57 48 15 120 6 44 II 61 16 29 5 50 25 33 88 146 377 16:00 16:15 62 44 13 119 6 57 16 79 18 25 7 50 19 28 77 124 372 16:15 16:30 63 51 12 126 8 56 21 95 17 30 8 55 20 25 69 114 380 16:30 1645 66 44 17 127 8 55 20 83 21 35 5 61 21 25 85 131 402 16:45 17:00 79 48 16 143 9 46 16 71 20 36 4 60 17 31 77 125 399 171111 17:15 77 49 22 148 4 53 14 71 23 51 6 80 28 25 74 127 426 17:15 17:30 63 53 23 139 5 51 17 73 16 40 9 65 25 29 74 128 405 17:30 1745 60 47 19 126 5 58 14 77 15 27 8 50 19 29 111 159 412 1745 P.M. Total 527 384 137 1048 51 420 129 600 146 273 52 471 174 225 655 1054 3173 P.M. Taal I Hour EB: Semeny Rd WB: Semmny Rd NB: Greenood Rd SB: Greenaod Rd I Hour Period N,S, Period Begining Left Than Right Total Left Thin Right Total Left Thru Right Total Left Thru Right Taal E & W Begining 7:00 166 126 50 342 16 175 87 278 40 58 19 117 45 105 219 369 1106 7:00 7:15 156 123 48 327 14 172 93 279 43 65 12 120 36 103 230 369 1095 7:15 7:30 132 119 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 89 231 358 995 745 8:00 122 85 47 254 17 186 74 277 42 39 6 87 39 88 210 337 955 8:00 1600 248 187 57 492 28 212 68 308 72 119 25 216 85 111 319 515 1531 160) 16:15 270 187 58 515 31 214 73 318 76 126 24 226 77 109 308 494 1553 16:15 1630 285 192 67 544 29 210 71 310 81 152 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: Sen.ny Rd WB: Senseny Rd NB: Grecnuol Rd SB: Greenood Rd Period N,S, Beginin • Left Then Right Total Left Than Right Total Lefi 7hru Ri ht Total Ixft Thou Right Total E & W EPcak 700 166 126 50 342 16 175 87 278 40 58 19 117 45 105 219 369 1106 A.M. Peak PHI = 0.92 PHP = 094 Pill = 077 PIW = 0.87 0.94 17:00 279 197 80 556 23 208 61 292 74 154 27 255 89 114 336 539 1642 P.M. Peak PHP = 0.94 PHP = 0.95 PHI = 0.80 PHP = 0.85 1196 • Senseny Road & Greenwood Road File Name : Sense nyRd &GreenwoodRd Location: Winchester, VA Site Code Time: SAT Mid -day Peak Start Date : 4/19/2008 Analyst: PHR +A Page No : 1 1.....--1 n�.sa Peak Hour Analysis Prom I I:UU AM to 12:45 PM -Peak I of I Peak Hour for Entire Intersection Begins at 12:00 PM 1200 PM 50 18 21 0 12:15 PM 51 42 16 0 12:30 PM 71 38 17 0 89 GREENWOOD RD From North GREENWOOD RD GREENWOOD RD From South SENSENY RD From West SENSENY RD Right Thou Left Peds A .'meal Ri it Thou Left Peds App, Total GREENWOOD RD Right Thou Left Peds Ap,. Taw 7 24 10 0 41 SENSENY RD 109 17 54 3 0 74 8 26 7 0 41 9 36 56 0 101 From North 1 67 195 14 0 276 1 28 118 31 0 177 33 147 215 0 395 From East From South From West Start Time Right I Thou Left Peds Right Thru Left Peds Right Thin I Left Peds Right I Thou I Left I Peds Int. Total 11:00 AM 41 38 14 0 22 45 5 0 9 26 7 0 12 37 34 0 290"" 11:15 AM 62 30 21 0 10 39 3 0 7 35 9 0 11 32 45 0 30gJ 11:30 AM 48 24 12 0 11 37 3 0 10 18 7 0 4 35 53 1 26s" 11:45 AM 50 38 12 0 8 32 2 0 15 23 7 0 5 25 43 0 260 Total 201 130 59 0 51 153 13 0 41 102 30 0 32 129 175 1 1117 12:00 PM 50 18 21 0 17 35 2 0 7 30 10 0 10 42 44 0 286 12:15 PM 51 42 16 0 17 41 4 0 6 38 4 0 7 32 55 0 313 12:30 PM 71 38 17 0 16 65 5 0 7 24 t0 0 7 37 60 0 357 12:45 PM 53 40 16 0 17 54 3 0 8 26 7 0 9 36 56 0 325 Total 1 225 138 70 0 67 195 14 0 1 28 118 31 0 1 33 147 215 0 1 1281 Grand Total 426 268 129 0 118 348 27 0 69 220 61 0 65 276 390 1 2398 Apprch % 51.8 32.6 15.7 0 23.9 70.6 5.5 0 19.7 62.9 17.4 0 8.9 37.7 53.3 0.1 Total % 17.8 11.2 5.4 0 4.9 14.5 1.1 0 2.9 9.2 2.5 0 2.7 11.5 16.3 0 426 268 129 0 118 348 27 0 69 220 61 0 65 276 390 1 2398 % 100 100 100 0 100 100 t00 0 100 100 100 0 100 100 100 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Analysis Prom I I:UU AM to 12:45 PM -Peak I of I Peak Hour for Entire Intersection Begins at 12:00 PM 1200 PM 50 18 21 0 12:15 PM 51 42 16 0 12:30 PM 71 38 17 0 89 GREENWOOD RD From North SENSENY RD From East GREENWOOD RD From South SENSENY RD From West Start Time Right Thou Left Peds A .'meal Ri it Thou Left Peds App, Total Right Thru Lett Peds A . T.1.1 Right Thou Left Peds Ap,. Taw Peak Hour Analysis Prom I I:UU AM to 12:45 PM -Peak I of I Peak Hour for Entire Intersection Begins at 12:00 PM 1200 PM 50 18 21 0 12:15 PM 51 42 16 0 12:30 PM 71 38 17 0 89 17 35 2 0 54 7 30 10 0 47 10 42 44 0 96 109 17 41 4 0 62 6 38 4 0 48 7 32 55 0 94 126 16 65 5 0 86 7 24 10 0 41 7 37 60 0 104 109 17 54 3 0 74 8 26 7 0 41 9 36 56 0 101 433 1 67 195 14 0 276 1 28 118 31 0 177 33 147 215 0 395 r , L J lot. Total 286 313 357 325 1281