V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE 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 8 3 6 718 927 16 Future Vol, veh/h 8 3 6 718 927 16 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 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 8 3 6 748 966 17 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1735 975 983 0 - 0 Stage 1 975 - - - - - Stage 2 760 - - - - - 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 142 340 703 - - - Stage 1 454 - - - - - Stage 2 547 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 141 340 703 - - - Mov Cap-2 Maneuver 141 - - - - - Stage 1 450 - - - - - Stage 2 547 - - - - - Approach EB NB SB HCM Control Delay, s 27.6 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 703 - 141 340 - - HCM Lane V/C Ratio 0.009 - 0.059 0.009 - - HCM Control Delay (s) 10.2 - 32.1 15.7 - - HCM Lane LOS B - D C - - HCM 95th %tile

tio 0.009 - 0.059 0.009 - - HCM Control Delay (s) 10.2 - 32.1 15.7 - - HCM Lane LOS B - D C - - HCM 95th %tile Q(veh) 0 - 0.2 0 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC