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HomeMy WebLinkAboutTaco Bell Traffic Addendum 02.23.26 and 02.26.26 TRAFFIC ADDENDUM G:\10369 Yarmouth, MA\Response to Town Comments\Table.docx 1 Table 8R SIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY Signalized Intersection/Peak Hour/Movement 2025 Existing 2032 No-Build 2032 Build V/Ca Delayb LOSc Queued Avg/95th V/C Delay LOS Queue Avg/95th V/C Delay LOS Queue Avg/95th Station Avenue at Old Town House Road Weekday Evening: Old Town House Road EB LT Old Town House Road EB TH/RT Old Town House Road WB LT/TH Old Town House Road WB RT Station Avenue NB LT Station Avenue NB TH Station Avenue NB RT Station Avenue SB LT Station Avenue SB TH Station Avenue SB RT Overall Saturday Midday: Old Town House Road EB LT Old Town House Road EB TH/RT Old Town House Road WB LT/TH Old Town House Road WB RT Station Avenue NB LT Station Avenue NB TH Station Avenue NB RT Station Avenue SB LT Station Avenue SB TH Station Avenue SB RT Overall 0.73 0.18 0.08 0.06 0.19 0.42 0.01 0.07 0.59 0.42 -- 0.75 0.17 0.25 0.09 0.22 0.44 0.02 0.07 0.65 0.48 -- 35.4 7.0 45.7 0.4 12.8 14.8 0.0 21.7 27.4 14.2 21.2 35.5 9.2 54.8 0.6 20.6 22.7 0.1 31.6 38.7 19.0 27.9 D A D A B B A C C B C D A D A C C A C D B C 171/267 3/36 8/30 0/0 24/56 164/286 0/0 11/34 234/409 92/202 -- 205/456 9/56 28/74 0/0 25/89 144/390 0/0 10/44 208/560 83/270 -- 0.76 0.19 0.11 0.08 0.22 0.46 0.01 0.09 0.63 0.45 -- 0.79 0.18 0.34 0.12 0.25 0.46 0.02 0.08 0.66 0.50 -- 37.1 7.2 47.4 0.6 13.8 16.0 0.0 22.9 29.8 15.7 22.8 38.7 9.3 59.4 0.8 22.0 24.1 0.1 32.8 40.1 20.6 29.7 D A D A B B A C C B C D A E A C C A C D C C 188/291 5/40 11/36 0/0 27/62 188/325 0/0 14/41 267/493 110/234 -- 252/503 12/61 38/86 0/0 31/95 177/424 0/0 13/50 252/633 109/307 -- 0.77 0.18 0.12 0.08 0.23 0.47 0.01 0.09 0.64 0.45 -- 0.82 0.18 0.38 0.13 0.27 0.45 0.02 0.08 0.72 0.52 -- 37.7 7.0 48.2 0.6 14.5 16.8 0.0 23.6 31.0 16.2 23.6 42.0 8.9 62.1 1.0 22.6 24.3 0.1 33.2 43.1 21.4 31.5 D A D A B B A C C B C D A E A C C A C D C C 208/319 5/39 11/37 0/0 28/64 199/345 0/0 14/41 277/516 116/244 -- 273/551 12/61 39/86 0/0 32/95 188/436 0/0 13/50 267/652 115/313 -- aVolume-to-capacity ratio. bControl (signal) delay per vehicle in seconds. cLevel of service. dQueue length in feet. NB = northbound; SB = southbound; EB = eastbound; WB = westbound; LT = left-turning movements; TH = through movements; RT = right-turning movements. G:\10369 Yarmouth, MA\Response to Town Comments\Table.docx 2 Table 9R UNSIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY Unsignalized Intersection/ 2025 Existing 2032 No-Build 2032 Build Critical Movement/Peak Hour Demanda Delayb LOSc Queued Demand Delay LOS Queue Demand Delay LOS Queue Station Avenue at 433 Station Avenue North Driveway Weekday Evening: 433 Station Avenue North Driveway EB LT/RT Saturday Midday: 433 Station Avenue North Driveway EB LT/RT 2 2 27.5 26.3 D D 0 0 2 2 31.5 29.9 D D 0 0 Closed Under Build Condition Old Town House Road at 433 Station Avenue South Driveway Weekday Evening: 433 Station Avenue South Driveway SB LT/RT Saturday Midday: 433 Station Avenue South Driveway SB LT/RT 0 0 0.0 0.0 A A 0 0 0 0 0.0 0.0 A A 0 0 Closed Under Build Condition Station Avenue at 437 & 439 Station Avenue North Driveway/Project Site North Driveway Weekday Evening: 437 & 429 Station Avenue North Driveway EB LT/RT Project Site North Driveway EB RT Saturday Midday: 437 & 429 Station Avenue North Driveway EB LT/RT Project Site North Driveway EB RT 7 -- 3 -- 30.2 -- 30.5 -- D -- D -- 1 -- 1 -- 7 -- 3 -- 35.0 -- 35.2 -- E -- E -- 1 -- 1 -- -- 20 -- 21 -- 16.7 -- 15.7 -- C -- C -- 1 -- 1 Old Town House Road at 437 & 439 Station Avenue South Driveway/ Project Site South Driveway Weekday Evening: 437 & 429 Station Avenue South Driveway/ Project Site South Driveway SB LT/RT Saturday Midday: 437 & 429 Station Avenue South Driveway/ Project Site South Driveway SB LT/RT 3 1 11.0 11.1 B B 0 0 3 1 11.3 11.4 B B 0 0 32 36 18.7 21.6 C C 1 1 aDemand in vehicles per hour. bDelay in seconds per vehicle. cLevel of service. d95th percentile queue length in vehicles. NB = northbound; SB = southbound; EB = eastbound; WB = westbound; LT = left-turning movements; TH = through movements; RT = right-turning movements. Not To Scale Transportation Impact Assessment - Proposed Taco Bell Restaurant - Yarmouth, Massachusetts N Peak-Hour Traffic Volumes Figure 6R Site-GeneratedVanasse & Associates inc SITE SITE New Trips Pass-by Trips XX (XX) Legend:WEEKDAY EVENING PEAK HOUR SATURDAY MIDDAY PEAK HOUR R:\10369\Graphics\TIA\May 2025\10369NT3.dwg, 2/24/2026 3:47:53 PM Not To Scale Transportation Impact Assessment - Proposed Taco Bell Restaurant - Yarmouth, Massachusetts N Peak-Hour Traffic Volumes Figure 7R 2032 BuildVanasse & Associates inc SITE SITE WEEKDAY EVENING PEAK HOUR SATURDAY MIDDAY PEAK HOUR R:\10369\Graphics\TIA\May 2025\10369NT3.dwg, 2/24/2026 3:47:53 PM 8 - 2032 Build Weekday Evening Peak Hour 1: Station Avenue & Old Town House Road 02/23/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 357 12 81 10 8 20 85 459 11 31 458 365 Future Volume (vph) 357 12 81 10 8 20 85 459 11 31 458 365 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 12 16 11 10 16 Storage Length (ft) 125 0 0 60 70 60 230 135 Storage Lanes 1 0 0 1 1 1 1 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.869 0.850 0.850 0.850 Flt Protected 0.950 0.973 0.950 0.950 Satd. Flow (prot) 1678 1555 0 0 1787 1561 1745 1863 1830 1745 1756 1794 Flt Permitted 0.488 0.772 0.264 0.486 Satd. Flow (perm) 862 1555 0 0 1418 1561 485 1863 1830 893 1756 1794 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 88 111 63 157 Link Speed (mph) 40 40 35 40 Link Distance (ft) 294 887 510 483 Travel Time (s) 5.0 15.1 9.9 8.2 Peak Hour Factor 0.92 0.92 0.92 0.97 0.97 0.97 0.94 0.94 0.94 0.92 0.92 0.92 Heavy Vehicles (%) 4%0%3%0%0%0%0%2%0%0%1%2% Adj. Flow (vph) 388 13 88 10 8 21 90 488 12 34 498 397 Shared Lane Traffic (%) Lane Group Flow (vph) 388 101 0 0 18 21 90 488 12 34 498 397 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 13 13 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.00 0.85 1.04 1.09 0.85 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 12 21121121 Detector Template Left Thru Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 100 20 20 100 20 20 100 20 Trailing Detector (ft) 00 00000000 Detector 1 Position(ft) 00 00000000 Detector 1 Size(ft) 20 6 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 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 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm pm+pt NA Perm Perm NA Perm 8 - 2032 Build Weekday Evening Peak Hour 1: Station Avenue & Old Town House Road 02/23/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 2 Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type 8 - 2032 Build Weekday Evening Peak Hour 1: Station Avenue & Old Town House Road 02/23/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 3 8 4 1 6 2 Permitted Phases 8 4 4 6 6 2 2 Detector Phase 38 444166222 Switch Phase Minimum Initial (s) 8.0 10.0 10.0 10.0 10.0 8.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 11.0 15.0 15.0 15.0 15.0 14.0 16.0 16.0 16.0 16.0 16.0 Total Split (s) 43.0 63.0 20.0 20.0 20.0 26.0 72.0 72.0 46.0 46.0 46.0 Total Split (%) 27.4% 40.1% 12.7% 12.7% 12.7% 16.6% 45.9% 45.9% 29.3% 29.3% 29.3% Maximum Green (s) 40.0 58.0 15.0 15.0 15.0 20.0 66.0 66.0 40.0 40.0 40.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lag Lead-Lag Optimize? 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 None None None None None Min Min None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 32.2 30.1 10.5 10.5 53.4 53.4 53.4 41.9 41.9 41.9 Actuated g/C Ratio 0.34 0.32 0.11 0.11 0.56 0.56 0.56 0.44 0.44 0.44 v/c Ratio 0.77 0.18 0.12 0.08 0.23 0.47 0.01 0.09 0.64 0.45 Control Delay (s/veh) 37.7 7.0 48.2 0.6 14.5 16.8 0.0 23.6 31.0 16.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 37.7 7.0 48.2 0.6 14.5 16.8 0.0 23.6 31.0 16.2 LOS DA DABBACCB Approach Delay (s/veh) 31.3 22.6 16.1 24.4 Approach LOS C C B C Intersection Summary Area Type: Other Cycle Length: 157 Actuated Cycle Length: 95 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 23.6 Intersection LOS: C Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 1: Station Avenue & Old Town House Road #1 Ø1 26 s #1 Ø2 46 s #1 Ø3 43 s #1 Ø4 20 s #1 Ø6 72 s #1 Ø8 63 s Ø9 22 s 8 - 2032 Build Weekday Evening Peak Hour 1: Station Avenue & Old Town House Road 02/23/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 4 Lane Group Ø9 Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 22.0 Total Split (s) 22.0 Total Split (%) 14% Maximum Green (s) 18.0 Yellow Time (s) 3.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 7.0 Flash Don't Walk (s) 11.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary 8 - 2032 Build Weekday Evening Peak Hour 1: Station Avenue & Old Town House Road 02/23/2026 Queues Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 5 Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 388 101 18 21 90 488 12 34 498 397 v/c Ratio 0.77 0.18 0.12 0.08 0.23 0.47 0.01 0.09 0.64 0.45 Control Delay (s/veh) 37.7 7.0 48.2 0.6 14.5 16.8 0.0 23.6 31.0 16.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 37.7 7.0 48.2 0.6 14.5 16.8 0.0 23.6 31.0 16.2 Queue Length 50th (ft) 208 5 11 0 28 199 0 14 277 116 Queue Length 95th (ft) 319 39 37 0 64 345 0 41 #516 244 Internal Link Dist (ft) 214 807 430 403 Turn Bay Length (ft) 125 60 70 60 230 135 Base Capacity (vph) 759 1026 234 351 550 1343 1337 393 774 879 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.51 0.10 0.08 0.06 0.16 0.36 0.01 0.09 0.64 0.45 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 8 - 2032 Build Weekday Evening Peak Hour 2: Station Avenue & Project Site North Driveway 02/23/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 6 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 20 15 821 834 25 Future Volume (vph) 0 20 15 821 834 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 13 12 14 14 Storage Length (ft) 0 0 70 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 0.996 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1811 1845 1999 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1811 1845 1999 0 Link Speed (mph) 30 35 40 Link Distance (ft) 339 483 331 Travel Time (s) 7.7 9.4 5.6 Peak Hour Factor 0.92 0.92 0.93 0.93 0.92 0.92 Heavy Vehicles (%) 2%2%3%3%1%1% Adj. Flow (vph) 0 22 16 883 907 27 Shared Lane Traffic (%) Lane Group Flow (vph) 0 22 16 883 934 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 0.96 1.00 0.92 0.92 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 55.4% ICU Level of Service B Analysis Period (min) 15 8 - 2032 Build Weekday Evening Peak Hour 2: Station Avenue & Project Site North Driveway 02/23/2026 HCM 7th TWSC Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 7 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 20 15 821 834 25 Future Vol, veh/h 0 20 15 821 834 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 70 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 93 93 92 92 Heavy Vehicles, % 2 2 3 3 1 1 Mvmt Flow 0 22 16 883 907 27 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 920 934 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.22 4.13 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.318 2.227 - - - Pot Cap-1 Maneuver 0 328 729 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 328 729 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 16.74 0.18 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 729 - 328 - - HCM Lane V/C Ratio 0.022 - 0.066 - - HCM Ctrl Dly (s/v) 10 - 16.7 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - 8 - 2032 Build Weekday Evening Peak Hour 3: Old Town House Road & Project Site South Driveway 02/23/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 8 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 15 424 458 0 26 6 Future Volume (vph) 15 424 458 0 26 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.973 Flt Protected 0.998 0.962 Satd. Flow (prot) 0 1823 1863 0 1744 0 Flt Permitted 0.998 0.962 Satd. Flow (perm) 0 1823 1863 0 1744 0 Link Speed (mph) 40 40 30 Link Distance (ft) 366 294 240 Travel Time (s) 6.2 5.0 5.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 4%4%2%2%2%2% Adj. Flow (vph) 16 461 498 0 28 7 Shared Lane Traffic (%) Lane Group Flow (vph) 0 477 498 0 35 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 11 11 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 8 - 2032 Build Weekday Evening Peak Hour 3: Old Town House Road & Project Site South Driveway 02/23/2026 HCM 7th TWSC Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 9 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 424 458 0 26 6 Future Vol, veh/h 15 424 458 0 26 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 4 4 2 2 2 2 Mvmt Flow 16 461 498 0 28 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 498 0 - 0 991 498 Stage 1 - - - - 498 - Stage 2 - - - - 493 - Critical Hdwy 4.14 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.236 - - - 3.518 3.318 Pot Cap-1 Maneuver 1056 - - - 273 572 Stage 1 - - - - 611 - Stage 2 - - - - 614 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1056 - - - 267 572 Mov Cap-2 Maneuver - - - - 267 - Stage 1 - - - - 598 - Stage 2 - - - - 614 - Approach EB WB SB HCM Ctrl Dly, s/v 0.29 0 18.74 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 62 - - - 297 HCM Lane V/C Ratio 0.015 - - - 0.117 HCM Ctrl Dly (s/v) 8.5 0 - - 18.7 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0 - - - 0.4 9 - 2032 Build Saturday Midday Peak Hour 1: Station Avenue & Old Town House Road 02/26/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 450 26 84 21 22 25 79 379 18 27 424 374 Future Volume (vph) 450 26 84 21 22 25 79 379 18 27 424 374 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 12 16 11 10 16 Storage Length (ft) 125 0 0 60 70 60 230 135 Storage Lanes 1 0 0 1 1 1 1 1 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.886 0.850 0.850 0.850 Flt Protected 0.950 0.976 0.950 0.950 Satd. Flow (prot) 1728 1627 0 0 1793 1561 1745 1881 1830 1745 1756 1812 Flt Permitted 0.534 0.785 0.229 0.516 Satd. Flow (perm) 971 1627 0 0 1442 1561 421 1881 1830 948 1756 1812 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 90 111 63 174 Link Speed (mph) 40 40 35 40 Link Distance (ft) 294 887 510 483 Travel Time (s) 5.0 15.1 9.9 8.2 Peak Hour Factor 0.93 0.93 0.93 0.75 0.75 0.75 0.90 0.90 0.90 0.96 0.96 0.96 Heavy Vehicles (%) 1%0%0%0%0%0%0%1%0%0%1%1% Adj. Flow (vph) 484 28 90 28 29 33 88 421 20 28 442 390 Shared Lane Traffic (%) Lane Group Flow (vph) 484 118 0 0 57 33 88 421 20 28 442 390 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 13 13 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.00 0.85 1.04 1.09 0.85 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 12 21121121 Detector Template Left Thru Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 100 20 20 100 20 20 100 20 Trailing Detector (ft) 00 00000000 Detector 1 Position(ft) 00 00000000 Detector 1 Size(ft) 20 6 6 20 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 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 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm NA Perm pm+pt NA Perm Perm NA Perm 9 - 2032 Build Saturday Midday Peak Hour 1: Station Avenue & Old Town House Road 02/26/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 2 Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type 9 - 2032 Build Saturday Midday Peak Hour 1: Station Avenue & Old Town House Road 02/26/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 3 8 4 1 6 2 Permitted Phases 8 4 4 6 6 2 2 Detector Phase 38 444166222 Switch Phase Minimum Initial (s) 8.0 10.0 10.0 10.0 10.0 8.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 11.0 15.0 15.0 15.0 15.0 14.0 16.0 16.0 16.0 16.0 16.0 Total Split (s) 43.0 63.0 20.0 20.0 20.0 26.0 72.0 72.0 46.0 46.0 46.0 Total Split (%) 27.4% 40.1% 12.7% 12.7% 12.7% 16.6% 45.9% 45.9% 29.3% 29.3% 29.3% Maximum Green (s) 40.0 58.0 15.0 15.0 15.0 20.0 66.0 66.0 40.0 40.0 40.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lag Lead-Lag Optimize? 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 None None None None None Min Min None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 43.3 41.2 11.6 11.6 55.1 55.1 55.1 38.9 38.9 38.9 Actuated g/C Ratio 0.39 0.37 0.10 0.10 0.50 0.50 0.50 0.35 0.35 0.35 v/c Ratio 0.82 0.18 0.38 0.13 0.27 0.45 0.02 0.08 0.72 0.52 Control Delay (s/veh) 42.0 8.9 62.1 1.0 22.6 24.3 0.1 33.2 43.1 21.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.0 8.9 62.1 1.0 22.6 24.3 0.1 33.2 43.1 21.4 LOS DA EACCACDC Approach Delay (s/veh) 35.5 39.7 23.1 32.9 Approach LOS DDCC Intersection Summary Area Type: Other Cycle Length: 157 Actuated Cycle Length: 111.2 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay (s/veh): 31.5 Intersection LOS: C Intersection Capacity Utilization 74.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 1: Station Avenue & Old Town House Road #1 Ø1 26 s #1 Ø2 46 s #1 Ø3 43 s #1 Ø4 20 s #1 Ø6 72 s #1 Ø8 63 s Ø9 22 s 9 - 2032 Build Saturday Midday Peak Hour 1: Station Avenue & Old Town House Road 02/26/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 4 Lane Group Ø9 Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 22.0 Total Split (s) 22.0 Total Split (%) 14% Maximum Green (s) 18.0 Yellow Time (s) 3.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) 7.0 Flash Don't Walk (s) 11.0 Pedestrian Calls (#/hr) 2 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary 9 - 2032 Build Saturday Midday Peak Hour 1: Station Avenue & Old Town House Road 02/26/2026 Queues Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 5 Lane Group EBL EBT WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 484 118 57 33 88 421 20 28 442 390 v/c Ratio 0.82 0.18 0.38 0.13 0.27 0.45 0.02 0.08 0.72 0.52 Control Delay (s/veh) 42.0 8.9 62.1 1.0 22.6 24.3 0.1 33.2 43.1 21.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.0 8.9 62.1 1.0 22.6 24.3 0.1 33.2 43.1 21.4 Queue Length 50th (ft) 273 12 39 0 32 188 0 13 267 115 Queue Length 95th (ft) #551 61 86 0 95 436 0 50 #652 313 Internal Link Dist (ft) 214 807 430 403 Turn Bay Length (ft) 125 60 70 60 230 135 Base Capacity (vph) 719 936 205 317 460 1179 1170 360 667 796 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.67 0.13 0.28 0.10 0.19 0.36 0.02 0.08 0.66 0.49 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 9 - 2032 Build Saturday Midday Peak Hour 2: Station Avenue & Project Site North Driveway 02/26/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 6 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 21 17 837 804 26 Future Volume (vph) 0 21 17 837 804 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 13 12 14 14 Storage Length (ft) 0 0 70 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 0.996 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1847 1881 1999 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1847 1881 1999 0 Link Speed (mph) 30 35 40 Link Distance (ft) 339 483 337 Travel Time (s) 7.7 9.4 5.7 Peak Hour Factor 0.92 0.92 0.91 0.91 0.96 0.96 Heavy Vehicles (%) 2%2%1%1%1%1% Adj. Flow (vph) 0 23 19 920 838 27 Shared Lane Traffic (%) Lane Group Flow (vph) 0 23 19 920 865 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 13 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 0.96 1.00 0.92 0.92 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.9% ICU Level of Service A Analysis Period (min) 15 9 - 2032 Build Saturday Midday Peak Hour 2: Station Avenue & Project Site North Driveway 02/26/2026 HCM 7th TWSC Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 7 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 17 837 804 26 Future Vol, veh/h 0 21 17 837 804 26 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 70 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 96 96 Heavy Vehicles, % 2 2 1 1 1 1 Mvmt Flow 0 23 19 920 838 27 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 851 865 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.22 4.11 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.318 2.209 - - - Pot Cap-1 Maneuver 0 360 783 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 360 783 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Ctrl Dly, s/v 15.68 0.19 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 783 - 360 - - HCM Lane V/C Ratio 0.024 - 0.063 - - HCM Ctrl Dly (s/v) 9.7 - 15.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - 9 - 2032 Build Saturday Midday Peak Hour 3: Old Town House Road & Project Site South Driveway 02/26/2026 Lanes, Volumes, Timings Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 8 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 16 531 475 0 29 7 Future Volume (vph) 16 531 475 0 29 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.973 Flt Protected 0.999 0.962 Satd. Flow (prot) 0 1879 1881 0 1744 0 Flt Permitted 0.999 0.962 Satd. Flow (perm) 0 1879 1881 0 1744 0 Link Speed (mph) 40 40 30 Link Distance (ft) 392 294 240 Travel Time (s) 6.7 5.0 5.5 Peak Hour Factor 0.93 0.93 0.94 0.94 0.92 0.92 Heavy Vehicles (%) 1%1%1%1%2%2% Adj. Flow (vph) 17 571 505 0 32 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 588 505 0 40 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 11 11 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 9 - 2032 Build Saturday Midday Peak Hour 3: Old Town House Road & Project Site South Driveway 02/26/2026 HCM 7th TWSC Synchro 12 Report S:\Jobs\10369 - Yarmouth, MA\Analysis\Analysis.syn Page 9 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 16 531 475 0 29 7 Future Vol, veh/h 16 531 475 0 29 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 94 94 92 92 Heavy Vehicles, % 1 1 1 1 2 2 Mvmt Flow 17 571 505 0 32 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 505 0 - 0 1111 505 Stage 1 - - - - 505 - Stage 2 - - - - 605 - Critical Hdwy 4.11 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.209 - - - 3.518 3.318 Pot Cap-1 Maneuver 1065 - - - 231 567 Stage 1 - - - - 606 - Stage 2 - - - - 545 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1065 - - - 226 567 Mov Cap-2 Maneuver - - - - 226 - Stage 1 - - - - 592 - Stage 2 - - - - 545 - Approach EB WB SB HCM Ctrl Dly, s/v 0.25 0 21.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 53 - - - 256 HCM Lane V/C Ratio 0.016 - - - 0.153 HCM Ctrl Dly (s/v) 8.4 0 - - 21.6 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0 - - - 0.5