Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 Build-PM 20: Prospect Avenue (CR 577) & Blueberry Bend Driveway Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 14 803 7 0 774 Future Vol, veh/h 0 14 803 7 0 774 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, % 2 - -3 - - 3 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 13 1 0 25 1 Mvmt Flow 0 15 836 7 0 806 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 422 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.36 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.43 - - - - Pot Cap-1 Maneuver 0 538 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 538 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 11.88 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 538 - HCM Lane V/C Ratio - - 0.027 - HCM Ctrl Dly (s/v) - - 11.9 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 - JLN Synchro 12 Report 06/24/2026

th %tile Q(veh) - - 0.1 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC