V4 10 Traffic Impact Study Rev 2 1 27 2023

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