Traffic Impact Study 021226 resubmissionrcd 2 26 2026

1956 24-04212 Existing-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 3 471 10 22 530 Future Vol, veh/h 0 3 471 10 22 530 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 3 496 11 23 558 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 771 253 0 0 506 0 Stage 1 501 - - - - - Stage 2 269 - - - - - 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 342 742 - - 1069 - Stage 1 531 - - - - - Stage 2 698 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 334 742 - - 1069 - Mov Cap-2 Maneuver 334 - - - - - Stage 1 531 - - - - - Stage 2 681 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.87 0 0.51 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 742 215 - HCM Lane V/C Ratio - - 0.004 0.022 - HCM Ctrl Dly (s/v) - - 9.9 8.4 0.2 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR

- 9.9 8.4 0.2 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR Synchro 12 Report 02/12/2026 HCM 7th TWSC