Traffic Impact Study 07 21 2025 submission

1956 24-04212 Build-PM 30: Prospect Avenue (CR 577) & Site Driveway Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 10 713 5 0 782 Future Vol, veh/h 0 10 713 5 0 782 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 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 3 - -3 - - 3 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 1 0 0 1 Mvmt Flow 0 11 751 5 0 823 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 378 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.24 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 601 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 601 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 11.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 601 - HCM Lane V/C Ratio - - 0.018 - HCM Ctrl Dly (s/v) - - 11.1 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 - DJR Synchro 12 Report 07/21/2025

- - B - HCM 95th %tile Q(veh) - - 0.1 - DJR Synchro 12 Report 07/21/2025 HCM 7th TWSC