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

1956 24-04212 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 1 476 1 2 700 Future Vol, veh/h 0 1 476 1 2 700 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 91 91 91 91 91 91 Heavy Vehicles, % 0 0 4 0 0 4 Mvmt Flow 0 1 523 1 2 769 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 836 262 0 0 524 0 Stage 1 524 - - - - - Stage 2 312 - - - - - 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 312 732 - - 1053 - Stage 1 516 - - - - - Stage 2 661 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 312 732 - - 1053 - Mov Cap-2 Maneuver 312 - - - - - Stage 1 516 - - - - - Stage 2 659 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.93 0 0.04 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 732 15 - HCM Lane V/C Ratio - - 0.002 0.002 - HCM Ctrl Dly (s/v) - - 9.9 8.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - DJR

- - 9.9 8.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - DJR Synchro 12 Report 07/21/2025 HCM 7th TWSC

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 9 709 4 3 779 Future Vol, veh/h 1 9 709 4 3 779 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 9 746 4 3 820 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1083 375 0 0 751 0 Stage 1 748 - - - - - Stage 2 334 - - - - - 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 220 580 - - 719 - Stage 1 388 - - - - - Stage 2 642 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 219 580 - - 719 - Mov Cap-2 Maneuver 219 - - - - - Stage 1 388 - - - - - Stage 2 639 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 12.39 0 0.09 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 498 21 - HCM Lane V/C Ratio - - 0.021 0.004 - HCM Ctrl Dly (s/v) - - 12.4 10 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR

s/v) - - 12.4 10 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR Synchro 12 Report 07/21/2025 HCM 7th TWSC

1956 24-04212 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 4 588 11 22 659 Future Vol, veh/h 0 4 588 11 22 659 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 4 619 12 23 694 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 949 315 0 0 631 0 Stage 1 625 - - - - - Stage 2 324 - - - - - 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 266 675 - - 962 - Stage 1 454 - - - - - Stage 2 651 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 259 675 - - 962 - Mov Cap-2 Maneuver 259 - - - - - Stage 1 454 - - - - - Stage 2 633 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.37 0 0.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 675 174 - HCM Lane V/C Ratio - - 0.006 0.024 - HCM Ctrl Dly (s/v) - - 10.4 8.8 0.2 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR

(s/v) - - 10.4 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

1956 24-04212 Existing-AM 30: Prospect Avenue (CR 577) & Site Driveway Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 404 1 0 619 Future Vol, veh/h 0 1 404 1 0 619 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, % 3 - -3 - - 3 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 2 4 0 0 4 Mvmt Flow 0 1 444 1 0 680 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 223 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.24 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 - - - - Pot Cap-1 Maneuver 0 767 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 767 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 767 - HCM Lane V/C Ratio - - 0.001 - HCM Ctrl Dly (s/v) - - 9.7 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 07/01/2025

M 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 07/01/2025 HCM 7th TWSC