Traffic Impact Study 07 21 2025 submission

1956 24-04212 Existing-PM 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 2 624 0 0 681 Future Vol, veh/h 0 2 624 0 0 681 Conflicting Peds, #/hr 0 0 0 1 1 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 95 95 95 95 95 95 Heavy Vehicles, % 0 2 1 0 0 1 Mvmt Flow 0 2 657 0 0 717 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 329 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 0 648 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 648 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.58 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 648 - HCM Lane V/C Ratio - - 0.003 - HCM Ctrl Dly (s/v) - - 10.6 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 07/01/2025

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

1956 24-04212 Existing-SAT 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 1 464 0 0 541 Future Vol, veh/h 0 1 464 0 0 541 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 95 95 95 95 95 95 Heavy Vehicles, % 0 2 1 0 0 1 Mvmt Flow 0 1 488 0 0 569 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 244 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 0 741 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 741 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.86 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 741 - HCM Lane V/C Ratio - - 0.001 - HCM Ctrl Dly (s/v) - - 9.9 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 07/01/2025

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

1956 24-04212 No Build-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 1 471 1 0 696 Future Vol, veh/h 0 1 471 1 0 696 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 1 518 1 0 765 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 259 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 0 724 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 724 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.98 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 724 - HCM Lane V/C Ratio - - 0.002 - HCM Ctrl Dly (s/v) - - 10 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 07/21/2025

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

1956 24-04212 No Build-PM 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 2 714 0 0 777 Future Vol, veh/h 0 2 714 0 0 777 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 95 95 95 95 95 95 Heavy Vehicles, % 0 2 1 0 0 1 Mvmt Flow 0 2 752 0 0 818 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 376 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 0 603 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 603 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 11 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 603 - HCM Lane V/C Ratio - - 0.003 - HCM Ctrl Dly (s/v) - - 11 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 07/21/2025

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

1956 24-04212 No Build-SAT 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 1 585 0 0 672 Future Vol, veh/h 0 1 585 0 0 672 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 95 95 95 95 95 95 Heavy Vehicles, % 0 2 1 0 0 1 Mvmt Flow 0 1 616 0 0 707 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 308 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 0 671 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 671 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.38 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 671 - HCM Lane V/C Ratio - - 0.002 - HCM Ctrl Dly (s/v) - - 10.4 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 07/21/2025

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