Traffic Impact Study 021226 resubmissionrcd 2 26 2026

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

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 2 636 0 0 695 Future Vol, veh/h 0 2 636 0 0 695 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 2 669 0 0 732 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 336 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 0 642 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 641 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.63 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 641 - 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 02/12/2026

95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 02/12/2026 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 1 474 0 0 552 Future Vol, veh/h 0 1 474 0 0 552 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 1 499 0 0 581 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 249 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 0 735 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 735 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.91 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 735 - 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 02/12/2026

- - A - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 02/12/2026 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 1 480 1 0 709 Future Vol, veh/h 0 1 480 1 0 709 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 1 527 1 0 779 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 264 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 0 718 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 718 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.02 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 718 - HCM Lane V/C Ratio - - 0.002 - HCM Ctrl Dly (s/v) - - 10 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 02/12/2026

95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 02/12/2026 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 2 727 0 0 792 Future Vol, veh/h 0 2 727 0 0 792 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 2 765 0 0 834 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 383 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 0 596 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 596 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 11.06 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 596 - HCM Lane V/C Ratio - - 0.004 - HCM Ctrl Dly (s/v) - - 11.1 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 02/12/2026

95th %tile Q(veh) - - 0 - DJR Synchro 12 Report 02/12/2026 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 1 595 0 0 683 Future Vol, veh/h 0 1 595 0 0 683 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 1 626 0 0 719 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 313 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 0 665 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 665 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.42 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 665 - 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 02/12/2026