V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE Existing - AM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft) 2 1 0 0 0 Queue Length 95th (ft) 18 16 11 128 193 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 533 477 525 2069 2014 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 0.09 0.35 0.46 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 42.7 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 2.2 Intersection LOS: A Intersection Capacity Utilization 54.3% 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 - 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 1 641 839 2 Future Vol, veh/h 2 0 1 641 839 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 1 668 874 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1545 875 876 0 - 0 Stage 1 875 - - - - - Stage 2 670 - - - - - 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 273 434 771 - - - Stage 1 632 - - - - - Stage 2 711 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 273 434 771 - - - Mov Cap-2 Maneuver 273 - - - - - Stage 1 631 - - - - - Stage 2 711 - - - - - Approach EB NB SB HCM Control Delay, s 18.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 771 - 273 - - HCM Lane V/C Ratio 0.001 - 0.008 - - HCM Control Delay (s) 9.7 - 18.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0 -

- 0.008 - - HCM Control Delay (s) 9.7 - 18.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

4041-99-001TE Existing - 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 12 636 821 18 Future Vol, veh/h 6 1 12 636 821 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 13 663 855 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1554 865 874 0 - 0 Stage 1 865 - - - - - Stage 2 689 - - - - - 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 176 389 772 - - - Stage 1 500 - - - - - Stage 2 581 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 173 389 772 - - - Mov Cap-2 Maneuver 173 - - - - - Stage 1 492 - - - - - Stage 2 581 - - - - - Approach EB NB SB HCM Control Delay, s 24.9 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 772 - 188 - - HCM Lane V/C Ratio 0.016 - 0.039 - - HCM Control Delay (s) 9.7 - 24.9 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 -

.016 - 0.039 - - HCM Control Delay (s) 9.7 - 24.9 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.1 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC

4041-99-001TE Existing - 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) 123 210 19 116 168 148 46 707 124 91 371 141 Future Volume (vph) 123 210 19 116 168 148 46 707 124 91 371 141 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 0.388 0.149 Satd. Flow (perm) 0 3820 2104 0 3599 2003 753 3642 0 291 3671 0 Right Turn on Red Yes Yes No No Satd. Flow (RTOR) 131 151 Link Speed

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) 0 350 20 0 299 156 48 875 0 96 539 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) 17.0 17.0 30.0 30.0 48.1 36.0 48.7 38.1 Actuated g/C Ratio 0.15 0.15 0.26 0.26 0.42 0.31 0.42 0.33 v/c Ratio 0.62 0.05 0.32 0.25 0.13 0.77 0.44 0.44 Control Delay 51.0 0.2 35.9 7.1 20.2 41.5 26.2 32.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.0 0.2 35.9 7.1 20.2 41.5 26.2 32.7 LOS D A D A C D C C Approach Delay 48.3 26.0 40.4 31.7 Approach LOS D C D C 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings

4041-99-001TE Existing - 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) 129 0 94 3 20 306 41 168 Queue Length 95th (ft) 178 0 142 55 46 408 80 235 Internal Link Dist (ft) 298 897 1465 664 Turn Bay Length (ft) 150 75 60 110 Base Capacity (vph) 896 594 939 634 380 1140 218 1215 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 0.39 0.03 0.32 0.25 0.13 0.77 0.44 0.44 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 115.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 36.6 Intersection LOS: D Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Pleasant Valley Way & Route 10 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 Lane Configurations Traffic Volume (vph) 138 47 9 741 487 29 Future Volume (vph) 138 47 9 741 487 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 0.992 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2043 0 Flt Permitted 0.950 0.388 Satd. Flow (perm) 2085 1865 784 2069 2043 0 Right Turn on Red No Yes Satd. Flow (RTOR) 11 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 10 814 567 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 (%)