V4 10 Traffic Impact Study Rev 2 1 27 2023

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