Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 Build-AM 20: Prospect Avenue (CR 577) & Blueberry Bend Driveway Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 503 5 0 825 Future Vol, veh/h 0 4 503 5 0 825 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 99 99 99 99 99 99 Heavy Vehicles, % 0 0 5 0 0 3 Mvmt Flow 0 4 508 5 0 833 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 257 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.1 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - - - Pot Cap-1 Maneuver 0 738 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 738 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 738 - HCM Lane V/C Ratio - - 0.005 - HCM Ctrl Dly (s/v) - - 9.9 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - 0 - JLN Synchro 12 Report 06/24/2026

- - 0 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC