V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE No Build - AM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 10 8 40 718 785 141 Future Volume (vph) 10 8 40 718 785 141 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 0.979 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2018 0 Flt Permitted 0.950 0.203 Satd. Flow (perm) 2085 1865 410 2069 2018 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 45 816 1052 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) 8.0 8.0 44.8 44.8 44.8 Actuated g/C Ratio 0.16 0.16 0.91 0.91 0.91 v/c Ratio 0.03 0.03 0.12 0.44 0.58 Control Delay 28.0 28.1 2.6 2.7 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 28.0 28.1 2.6 2.7 3.9 LOS C C A A A Approach Delay 28.1 2.7 3.9 Approach LOS C A A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE No 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 18 11 151 244 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 480 429 401 2026 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: 49.5 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 3.6 Intersection LOS: A Intersection Capacity Utilization 59.3% 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 - AM 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 2 0 1 721 943 2 Future Vol, veh/h 2 0 1 721 943 2 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 2 0 1 751 982 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1736 983 984 0 - 0 Stage 1 983 - - - - - Stage 2 753 - - - - - 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 229 386 702 - - - Stage 1 593 - - - - - Stage 2 678 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 229 386 702 - - - Mov Cap-2 Maneuver 229 - - - - - Stage 1 592 - - - - - Stage 2 678 - - - - - Approach EB NB SB HCM Control Delay, s 20.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 702 - 229 - - HCM Lane V/C Ratio 0.001 - 0.009 - - HCM Control Delay (s) 10.1 - 20.9 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0 - - 01/24/2023

(s) 10.1 - 20.9 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

4041-99-001TE No 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 6 1 12 716 925 18 Future Vol, veh/h 6 1 12 716 925 18 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 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 6 1 13 746 964 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1746 974 983 0 - 0 Stage 1 974 - - - - - Stage 2 772 - - - - - 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 140 340 703 - - - Stage 1 455 - - - - - Stage 2 541 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 137 340 703 - - - Mov Cap-2 Maneuver 137 - - - - - Stage 1 447 - - - - - Stage 2 541 - - - - - Approach EB NB SB HCM Control Delay, s 30.2 0.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 703 - 150 - - HCM Lane V/C Ratio 0.018 - 0.049 - - HCM Control Delay (s) 10.2 - 30.2 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 -

.018 - 0.049 - - HCM Control Delay (s) 10.2 - 30.2 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

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 Lane Configurations Traffic Volume (vph) 139 236 21 131 189 167 52 796 140 102 418 159 Future Volume (vph) 139 236 21 131 189 167 52 796 140 102 418 159 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 0.978 0.959 Flt Protected 0.982 0.980 0.950 0.950 Satd. Flow (prot) 0 3820 2104 0 3599 2003 1844 3642 0 1853 3671 0 Flt Permitted 0.982 0.980 0.335 0.105 Satd. Flow (perm) 0 3820 2104 0 3599 2003 650 3642 0 205 3671 0 Right Turn on Red Yes Yes No No Satd. Flow (RTOR) 131 151 Link Speed (mph)

Yes Yes No No Satd. Flow (RTOR) 131 151 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 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 2% 0% 2% 1% 1% 2% 1% 1% 1% 1% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 394 22 0 337 176 55 985 0 107 607 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) 18.4 18.4 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 0.33 v/c Ratio 0.65 0.05 0.36 0.28 0.16 0.87 0.58 0.51 Control Delay 51.4 0.2 37.3 9.4 21.2 48.4 34.0 34.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.4 0.2 37.3 9.4 21.2 48.4 34.0 34.5 LOS D A D A C D C C Approach Delay 48.7 27.7 47.0 34.5 Approach LOS D C D C 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings