Traffic Impact Study 021226 resubmissionrcd 2 26 2026

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 1 11 720 6 3 793 Future Vol, veh/h 1 11 720 6 3 793 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 95 95 95 95 95 95 Heavy Vehicles, % 0 13 1 0 25 1 Mvmt Flow 1 12 758 6 3 835 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1101 382 0 0 764 0 Stage 1 761 - - - - - Stage 2 340 - - - - - 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 214 573 - - 710 - Stage 1 382 - - - - - Stage 2 637 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 213 573 - - 710 - Mov Cap-2 Maneuver 213 - - - - - Stage 1 382 - - - - - Stage 2 634 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 12.35 0 0.09 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 502 20 - HCM Lane V/C Ratio - - 0.025 0.004 - HCM Ctrl Dly (s/v) - - 12.3 10.1 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR

12.3 10.1 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR Synchro 12 Report 02/12/2026 HCM 7th TWSC