Traffic Impact Study 021226 resubmissionrcd 2 26 2026

12.6 10.1 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR Synchro 12 Report 02/12/2026 HCM 7th TWSC

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 3 592 10 22 661 Future Vol, veh/h 0 3 592 10 22 661 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 3 623 11 23 696 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 953 317 0 0 634 0 Stage 1 628 - - - - - Stage 2 325 - - - - - 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 265 673 - - 959 - Stage 1 452 - - - - - Stage 2 650 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 257 673 - - 959 - Mov Cap-2 Maneuver 257 - - - - - Stage 1 452 - - - - - Stage 2 632 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.38 0 0.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 673 174 - HCM Lane V/C Ratio - - 0.005 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

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

1956 24-04212 Build-AM 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 0 3 482 3 2 713 Future Vol, veh/h 0 3 482 3 2 713 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 3 530 3 2 784 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 849 266 0 0 533 0 Stage 1 531 - - - - - Stage 2 318 - - - - - 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 306 727 - - 1045 - Stage 1 511 - - - - - Stage 2 656 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 306 727 - - 1045 - Mov Cap-2 Maneuver 306 - - - - - Stage 1 511 - - - - - Stage 2 654 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.97 0 0.04 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 727 15 - HCM Lane V/C Ratio - - 0.005 0.002 - HCM Ctrl Dly (s/v) - - 10 8.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - DJR

0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - DJR Synchro 12 Report 02/12/2026 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 11 720 6 3 793 Future Vol, veh/h 1 11 720 6 3 793 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 12 758 6 3 835 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1101 382 0 0 764 0 Stage 1 761 - - - - - Stage 2 340 - - - - - 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 214 573 - - 710 - Stage 1 382 - - - - - Stage 2 637 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 213 573 - - 710 - Mov Cap-2 Maneuver 213 - - - - - Stage 1 382 - - - - - Stage 2 634 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 12.35 0 0.09 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 502 20 - HCM Lane V/C Ratio - - 0.025 0.004 - HCM Ctrl Dly (s/v) - - 12.3 10.1 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR

12.3 10.1 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR Synchro 12 Report 02/12/2026 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 8 595 14 22 669 Future Vol, veh/h 0 8 595 14 22 669 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 8 626 15 23 704 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 962 321 0 0 641 0 Stage 1 634 - - - - - Stage 2 328 - - - - - 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 261 669 - - 953 - Stage 1 449 - - - - - Stage 2 647 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 254 669 - - 953 - Mov Cap-2 Maneuver 254 - - - - - Stage 1 449 - - - - - Stage 2 629 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 10.45 0 0.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 669 172 - HCM Lane V/C Ratio - - 0.013 0.024 - HCM Ctrl Dly (s/v) - - 10.4 8.9 0.2 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR

HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR Synchro 12 Report 02/12/2026 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 1 412 1 0 631 Future Vol, veh/h 0 1 412 1 0 631 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 1 453 1 0 693 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 227 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 0 761 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 761 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.73 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 761 - 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 02/12/2026