V4 10 Traffic Impact Study Rev 2 1 27 2023

4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 3.0 8.0 3.0 8.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode Min Min Min Max Max Max None Max None Max Act Effct Green (s) 19.2 19.2 30.0 30.0 48.0 36.0 48.7 38.1 Actuated g/C Ratio 0.16 0.16 0.26 0.26 0.41 0.31 0.42 0.32 v/c Ratio 0.67 0.06 0.45 0.17 0.22 0.65 0.41 0.78 Control Delay 51.8 0.3 39.2 3.5 23.4 38.9 26.0 42.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.8 0.3 39.2 3.5 23.4 38.9 26.0 42.3 LOS D A D A C D C D Approach Delay 48.8 32.2 38.0 40.6 Approach LOS D C D D 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Build - AM 10: Pleasant Valley Way & Route 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 152 0 139 0 18 238 50 344 Queue Length 95th (ft) 205 0 202 26 44 326 94 #461 Internal Link Dist (ft) 298 897 1465 664 Turn Bay Length (ft) 150 75 60 110 Base Capacity (vph) 847 537 917 595 187 1079 270 1205 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.05 0.45 0.17 0.22 0.65 0.41 0.78 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 117.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 39.6 Intersection LOS: D Intersection Capacity Utilization 69.5% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 10: Pleasant Valley Way & Route 10 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Build - AM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 10 8 40 714 789 141 Future Volume (vph) 10 8 40 714 789 141 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 11 12 12 12 Grade (%) -9% 1% 2% Storage Length (ft) 0 150 190 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 60 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.980 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2020 0 Flt Permitted 0.950 0.201 Satd. Flow (perm) 2085 1865 406 2069 2020 0 Right Turn on Red No Yes Satd. Flow (RTOR) 32 Link Speed (mph) 25 45 45 Link Distance (ft) 458 449 352 Travel Time (s) 12.5 6.8 5.3 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 0% 1% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 11 9 45 811 1057 0 Turn Type Prot Perm Perm NA NA Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 12.0 12.0 12.0 12.0 12.0 Total Split (s) 15.0 15.0 75.0 75.0 75.0 Total Split (%)

.0 7.0 7.0 7.0 7.0 Minimum Split (s) 12.0 12.0 12.0 12.0 12.0 Total Split (s) 15.0 15.0 75.0 75.0 75.0 Total Split (%) 16.7% 16.7% 83.3% 83.3% 83.3% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 8.0 8.0 45.0 45.0 45.0 Actuated g/C Ratio 0.16 0.16 0.91 0.91 0.91 v/c Ratio 0.03 0.03 0.12 0.43 0.58 Control Delay 28.1 28.2 2.6 2.7 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 28.1 28.2 2.6 2.7 3.9 LOS C C A A A Approach Delay 28.2 2.7 3.9 Approach LOS C A A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Build - AM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft) 2 2 0 0 0 Queue Length 95th (ft) 19 17 11 149 246 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 479 429 397 2025 1977 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.02 0.02 0.11 0.40 0.53 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 49.7 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 3.6 Intersection LOS: A Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 20: Pleasant Valley Way & Kessler Driveway 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Build - AM 30: Pleasant Valley Way & North Site Driveway Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 2 3 723 941 6 Future Vol, veh/h 3 2 3 723 941 6 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 - 60 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -9 - - -2 1 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 3 2 3 753 980 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1742 983 986 0 - 0 Stage 1 983 - - - - - Stage 2 759 - - - - - Critical Hdwy 4.62 5.32 4.12 - - - Critical Hdwy Stg 1 3.62 - - - - - Critical Hdwy Stg 2 3.62 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 228 386 701 - - - Stage 1 593 - - - - - Stage 2 676 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 227 386 701 - - - Mov Cap-2 Maneuver 227 - - - - - Stage 1 591 - - - - - Stage 2 676 - - - - - Approach EB NB SB HCM Control Delay, s 18.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 701 - 272 - - HCM Lane V/C Ratio 0.004 - 0.019 - - HCM Control Delay (s) 10.2 - 18.5 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.1 -

- 0.019 - - HCM Control Delay (s) 10.2 - 18.5 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.1 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

4041-99-001TE Build - AM 40: Pleasant Valley Way & South Site Driveway Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 3 6 718 927 16 Future Vol, veh/h 8 3 6 718 927 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 105 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -4 - - -2 2 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 8 3 6 748 966 17 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1735 975 983 0 - 0 Stage 1 975 - - - - - Stage 2 760 - - - - - Critical Hdwy 5.62 5.82 4.12 - - - Critical Hdwy Stg 1 4.62 - - - - - Critical Hdwy Stg 2 4.62 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 142 340 703 - - - Stage 1 454 - - - - - Stage 2 547 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 141 340 703 - - - Mov Cap-2 Maneuver 141 - - - - - Stage 1 450 - - - - - Stage 2 547 - - - - - Approach EB NB SB HCM Control Delay, s 27.6 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 703 - 141 340 - - HCM Lane V/C Ratio 0.009 - 0.059 0.009 - - HCM Control Delay (s) 10.2 - 32.1 15.7 - - HCM Lane LOS B - D C - - HCM 95th %tile

tio 0.009 - 0.059 0.009 - - HCM Control Delay (s) 10.2 - 32.1 15.7 - - HCM Lane LOS B - D C - - HCM 95th %tile Q(veh) 0 - 0.2 0 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

4041-99-001TE Build - PM 10: Pleasant Valley Way & Route 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 236 23 136 189 167 55 798 145 102 427 159 Future Volume (vph) 139 236 23 136 189 167 55 798 145 102 427 159 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 11 11 16 10 10 16 10 10 10 10 11 11 Grade (%) -8% 0% -2% -1% Storage Length (ft) 0 150 0 75 60 0 110 0 Storage Lanes 0 1 0 1 1 0 1 0 Taper Length (ft) 25 25 50 20 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.977 0.959 Flt Protected 0.982 0.980 0.950 0.950 Satd. Flow (prot) 0 3820 2104 0 3598 2003 1844 3638 0 1853 3671 0 Flt Permitted 0.982 0.980 0.329 0.105 Satd. Flow (perm) 0 3820 2104 0 3598 2003 639 3638 0 205 3671 0 Right Turn on Red Yes Yes No No Satd. Flow (RTOR) 131 148 Link Speed