Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 No 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 1 497 0 2 821 Future Vol, veh/h 0 1 497 0 2 821 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 1 502 0 2 829 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 838 251 0 0 502 0 Stage 1 502 - - - - - Stage 2 336 - - - - - Critical Hdwy 6.65 7.1 - - 4.1 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.4 - - - - - Follow-up Hdwy 3.65 3.3 - - 2.2 - Pot Cap-1 Maneuver 311 744 - - 1073 - Stage 1 530 - - - - - Stage 2 641 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 311 744 - - 1073 - Mov Cap-2 Maneuver 311 - - - - - Stage 1 529 - - - - - Stage 2 641 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.84 0 0.04 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 744 13 - HCM Lane V/C Ratio - - 0.001 0.002 - HCM Ctrl Dly (s/v) - - 9.8 8.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - JLN

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