Traffic Impact Study 021226 resubmissionrcd 2 26 2026

1956 24-04212 Existing-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 8 628 4 3 692 Future Vol, veh/h 1 8 628 4 3 692 Conflicting Peds, #/hr 0 0 0 4 4 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 8 661 4 3 728 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 965 337 0 0 669 0 Stage 1 667 - - - - - Stage 2 298 - - - - - 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 260 616 - - 778 - Stage 1 430 - - - - - Stage 2 673 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 258 615 - - 775 - Mov Cap-2 Maneuver 258 - - - - - Stage 1 429 - - - - - Stage 2 670 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 11.88 0 0.09 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 533 23 - HCM Lane V/C Ratio - - 0.018 0.004 - HCM Ctrl Dly (s/v) - - 11.9 9.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - DJR

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