V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE 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 18 7 4 985 575 12 Future Vol, veh/h 18 7 4 985 575 12 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 19 7 4 1037 605 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1657 612 618 0 - 0 Stage 1 612 - - - - - Stage 2 1045 - - - - - 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 156 528 962 - - - Stage 1 620 - - - - - Stage 2 427 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 155 528 962 - - - Mov Cap-2 Maneuver 155 - - - - - Stage 1 618 - - - - - Stage 2 427 - - - - - Approach EB NB SB HCM Control Delay, s 25.9 0 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 962 - 155 528 - - HCM Lane V/C Ratio 0.004 - 0.122 0.014 - - HCM Control Delay (s) 8.8 - 31.4 11.9 - - HCM Lane LOS A - D B

- HCM Lane V/C Ratio 0.004 - 0.122 0.014 - - HCM Control Delay (s) 8.8 - 31.4 11.9 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0 - 0.4 0 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC