Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 No 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 1 8 799 4 3 766 Future Vol, veh/h 1 8 799 4 3 766 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 1 8 832 4 3 798 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1160 418 0 0 836 0 Stage 1 834 - - - - - Stage 2 325 - - - - - Critical Hdwy 6.65 7.36 - - 4.6 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.4 - - - - - Follow-up Hdwy 3.65 3.43 - - 2.45 - Pot Cap-1 Maneuver 197 541 - - 662 - Stage 1 347 - - - - - Stage 2 649 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 196 541 - - 662 - Mov Cap-2 Maneuver 196 - - - - - Stage 1 345 - - - - - Stage 2 649 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 13.12 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 452 21 - HCM Lane V/C Ratio - - 0.021 0.005 - HCM Ctrl Dly (s/v) - - 13.1 10.5 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - JLN

- 13.1 10.5 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC