V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE No 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 6 1 12 716 925 18 Future Vol, veh/h 6 1 12 716 925 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 13 746 964 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1746 974 983 0 - 0 Stage 1 974 - - - - - Stage 2 772 - - - - - 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 140 340 703 - - - Stage 1 455 - - - - - Stage 2 541 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 137 340 703 - - - Mov Cap-2 Maneuver 137 - - - - - Stage 1 447 - - - - - Stage 2 541 - - - - - Approach EB NB SB HCM Control Delay, s 30.2 0.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 703 - 150 - - HCM Lane V/C Ratio 0.018 - 0.049 - - HCM Control Delay (s) 10.2 - 30.2 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 -

.018 - 0.049 - - HCM Control Delay (s) 10.2 - 30.2 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - 01/24/2023 Synchro 11 Report CGH/JTT HCM 6th TWSC