V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE No Build - PM 10: Pleasant Valley Way & Route 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 147 0 108 14 23 366 47 197 Queue Length 95th (ft) 200 0 162 73 52 #518 #93 272 Internal Link Dist (ft) 298 897 1465 664 Turn Bay Length (ft) 150 75 60 110 Base Capacity (vph) 886 588 927 628 339 1126 184 1201 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 0.44 0.04 0.36 0.28 0.16 0.87 0.58 0.51 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 116.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 40.2 Intersection LOS: D Intersection Capacity Utilization 69.2% 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 No Build - PM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 138 47 9 851 551 29 Future Volume (vph) 138 47 9 851 551 29 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 0.993 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2045 0 Flt Permitted 0.950 0.349 Satd. Flow (perm) 2085 1865 705 2069 2045 0 Right Turn on Red No Yes Satd. Flow (RTOR) 10 Link Speed (mph) 25 45 45 Link Distance (ft) 458 449 352 Travel Time (s) 12.5 6.8 5.3 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 1% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 152 52 10 935 637 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 (%)

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) 8.9 8.9 30.6 30.6 30.6 Actuated g/C Ratio 0.18 0.18 0.62 0.62 0.62 v/c Ratio 0.41 0.16 0.02 0.73 0.50 Control Delay 22.4 19.5 3.9 11.0 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 22.4 19.5 3.9 11.0 6.9 LOS C B A B A Approach Delay 21.7 10.9 6.9 Approach LOS C B A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE No Build - PM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft) 34 11 1 154 82 Queue Length 95th (ft) 96 42 5 276 144 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 424 379 705 2069 2045 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 0.36 0.14 0.01 0.45 0.31 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 49.6 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 10.7 Intersection LOS: B Intersection Capacity Utilization 55.8% 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 No Build - PM 30: Pleasant Valley Way & North Site Driveway Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 1 1 998 572 0 Future Vol, veh/h 0 1 1 998 572 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 0 1 1 1051 602 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1655 602 602 0 - 0 Stage 1 602 - - - - - Stage 2 1053 - - - - - 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 247 581 975 - - - Stage 1 739 - - - - - Stage 2 568 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 247 581 975 - - - Mov Cap-2 Maneuver 247 - - - - - Stage 1 738 - - - - - Stage 2 568 - - - - - Approach EB NB SB HCM Control Delay, s 11.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 975 - 581 - - HCM Lane V/C Ratio 0.001 - 0.002 - - HCM Control Delay (s) 8.7 - 11.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0 -

- 0.002 - - HCM Control Delay (s) 8.7 - 11.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

4041-99-001TE No Build - PM 40: Pleasant Valley Way & South Site Driveway Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 8 5 984 572 1 Future Vol, veh/h 15 8 5 984 572 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - 105 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -4 - - -2 2 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 16 8 5 1036 602 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1649 603 603 0 - 0 Stage 1 603 - - - - - Stage 2 1046 - - - - - 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 157 534 975 - - - Stage 1 625 - - - - - Stage 2 427 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 156 534 975 - - - Mov Cap-2 Maneuver 156 - - - - - Stage 1 622 - - - - - Stage 2 427 - - - - - Approach EB NB SB HCM Control Delay, s 24.7 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 975 - 207 - - HCM Lane V/C Ratio 0.005 - 0.117 - - HCM Control Delay (s) 8.7 - 24.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 -

.005 - 0.117 - - HCM Control Delay (s) 8.7 - 24.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.4 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

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 Lane Configurations Traffic Volume (vph) 160 216 23 119 269 95 39 519 129 104 693 180 Future Volume (vph) 160 216 23 119 269 95 39 519 129 104 693 180 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 0.970 0.969 Flt Protected 0.979 0.985 0.950 0.950 Satd. Flow (prot) 0 3680 1895 0 3585 1945 1725 3515 0 1799 3711 0 Flt Permitted 0.979 0.985 0.133 0.242 Satd. Flow (perm) 0 3680 1895 0 3585 1945 242 3515 0 458 3711 0 Right Turn on Red Yes Yes No No Satd. Flow (RTOR) 131 131 Link Speed

Yes Yes No No Satd. Flow (RTOR) 131 131 Link Speed (mph) 40 40 45 40 Link Distance (ft) 378 977 1545 744 Travel Time (s) 6.4 16.7 23.4 12.7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 5% 8% 11% 3% 2% 4% 9% 4% 3% 4% 1% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 404 25 0 417 102 42 697 0 112 939 0 Turn Type Split NA Perm Split NA Perm pm+pt NA pm+pt NA Protected Phases 6 6 2 2 3 8 7 4 Permitted Phases 6 2 8 4 Detector Phase 6 6 6 2 2 2 3 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 10.0 7.0 10.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 10.0 18.0 10.0 18.0 Total Split (s) 34.0 34.0 34.0 37.0 37.0 37.0 10.0 44.0 10.0 44.0 Total Split (%) 27.2% 27.2% 27.2% 29.6% 29.6% 29.6% 8.0% 35.2% 8.0% 35.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 0.0 4.0 0.0 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