V4 10 Traffic Impact Study Rev 2 1 27 2023

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) 8.7 8.7 25.7 25.7 25.7 Actuated g/C Ratio 0.20 0.20 0.58 0.58 0.58 v/c Ratio 0.37 0.14 0.02 0.68 0.48 Control Delay 18.7 16.3 4.4 10.3 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 18.7 16.3 4.4 10.3 7.2 LOS B B A B A Approach Delay 18.1 10.3 7.2 Approach LOS B B A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Existing - PM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft) 29 9 1 117 67 Queue Length 95th (ft) 81 36 5 224 127 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 471 421 784 2069 2043 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 0.32 0.12 0.01 0.39 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 44.5 Natural Cycle: 40 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 50.5% ICU Level of Service A 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 Existing - 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 1 888 508 0 Future Vol, veh/h 0 1 1 888 508 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 1 935 535 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1472 535 535 0 - 0 Stage 1 535 - - - - - Stage 2 937 - - - - - 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 292 623 1033 - - - Stage 1 767 - - - - - Stage 2 609 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 292 623 1033 - - - Mov Cap-2 Maneuver 292 - - - - - Stage 1 766 - - - - - Stage 2 609 - - - - - Approach EB NB SB HCM Control Delay, s 10.8 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1033 - 623 - - HCM Lane V/C Ratio 0.001 - 0.002 - - HCM Control Delay (s) 8.5 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0 -

- 0.002 - - HCM Control Delay (s) 8.5 - 10.8 - - 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 Existing - PM 40: Pleasant Valley Way & South Site Driveway Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 8 5 874 508 1 Future Vol, veh/h 15 8 5 874 508 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 5 920 535 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1466 536 536 0 - 0 Stage 1 536 - - - - - Stage 2 930 - - - - - 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 195 578 1032 - - - Stage 1 661 - - - - - Stage 2 472 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 194 578 1032 - - - Mov Cap-2 Maneuver 194 - - - - - Stage 1 658 - - - - - Stage 2 472 - - - - - Approach EB NB SB HCM Control Delay, s 20.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1032 - 252 - - HCM Lane V/C Ratio 0.005 - 0.096 - - HCM Control Delay (s) 8.5 - 20.8 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 -

.005 - 0.096 - - HCM Control Delay (s) 8.5 - 20.8 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.3 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

4041-99-001TE No 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 21 115 269 95 38 519 127 104 697 180 Future Volume (vph) 160 216 21 115 269 95 38 519 127 104 697 180 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 3586 1945 1725 3515 0 1799 3711 0 Flt Permitted 0.979 0.985 0.131 0.243 Satd. Flow (perm) 0 3680 1895 0 3586 1945 238 3515 0 460 3711 0 Right Turn on Red Yes Yes No No Satd. Flow (RTOR) 131 131 Link Speed (mph)

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 23 0 413 102 41 695 0 112 943 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

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 0.05 0.45 0.17 0.22 0.64 0.41 0.78 Control Delay 51.8 0.2 39.1 3.5 23.3 38.9 26.0 42.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.8 0.2 39.1 3.5 23.3 38.9 26.0 42.5 LOS D A D A C D C D Approach Delay 49.0 32.1 38.0 40.7 Approach LOS D C D D 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE No 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 0 138 0 18 237 50 346 Queue Length 95th (ft) 205 0 200 26 43 325 94 #464 Internal Link Dist (ft) 298 897 1465 664 Turn Bay Length (ft) 150 75 60 110 Base Capacity (vph) 847 537 917 595 186 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 0.04 0.45 0.17 0.22 0.64 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: 39.7 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