Traffic Impact Study 07 21 2025 submission

1956 24-04212 No Build-SAT 20: Prospect Avenue (CR 577) & Blueberry Bend Driveway Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 582 10 22 650 Future Vol, veh/h 0 3 582 10 22 650 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 0 1 0 0 1 Mvmt Flow 0 3 613 11 23 684 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 938 312 0 0 623 0 Stage 1 618 - - - - - Stage 2 320 - - - - - 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 270 678 - - 968 - Stage 1 458 - - - - - Stage 2 654 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 263 678 - - 968 - Mov Cap-2 Maneuver 263 - - - - - Stage 1 458 - - - - - Stage 2 636 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.33 0 0.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 678 177 - HCM Lane V/C Ratio - - 0.005 0.024 - HCM Ctrl Dly (s/v) - - 10.3 8.8 0.2 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR

(s/v) - - 10.3 8.8 0.2 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR Synchro 12 Report 07/21/2025 HCM 7th TWSC