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Supporting Documentation · Jul 16, 2026

Traffic Study revised 062626 resubmission 4933 0058 5912 v1

Preserved file SHA-256da5175804bb443f450525b29398b129686352688c1b7c0fec3c7ea62b199daef

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1956 24-04212 Existing-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 1 429 0 2 739 Future Vol, veh/h 0 1 429 0 2 739 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 99 99 99 99 99 99 Heavy Vehicles, % 0 0 5 0 0 3 Mvmt Flow 0 1 433 0 2 746 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 736 217 0 0 433 0 Stage 1 433 - - - - - Stage 2 303 - - - - - 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 359 785 - - 1137 - Stage 1 578 - - - - - Stage 2 669 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 359 785 - - 1137 - Mov Cap-2 Maneuver 359 - - - - - Stage 1 577 - - - - - Stage 2 669 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.59 0 0.04 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 785 15 - HCM Lane V/C Ratio - - 0.001 0.002 - HCM Ctrl Dly (s/v) - - 9.6 8.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - JLN

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0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC

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1956 24-04212 Existing-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 8 705 4 3 671 Future Vol, veh/h 1 8 705 4 3 671 Conflicting Peds, #/hr 0 0 0 4 4 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 96 96 96 96 96 96 Heavy Vehicles, % 0 13 1 0 25 1 Mvmt Flow 1 8 734 4 3 699 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1026 373 0 0 743 0 Stage 1 740 - - - - - Stage 2 286 - - - - - 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 238 581 - - 725 - Stage 1 392 - - - - - Stage 2 683 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 236 580 - - 722 - Mov Cap-2 Maneuver 236 - - - - - Stage 1 389 - - - - - Stage 2 683 - - - - - 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) - - 499 24 - HCM Lane V/C Ratio - - 0.019 0.004 - HCM Ctrl Dly (s/v) - - 12.4 10 0 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - JLN

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0 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC

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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 1 518 - - - - - Stage 2 698 - - - - - 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 - JLN

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- 9.9 8.4 0.2 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0.1 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC

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1956 24-04212 No 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 1 497 0 2 821 Future Vol, veh/h 0 1 497 0 2 821 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 99 99 99 99 99 99 Heavy Vehicles, % 0 0 5 0 0 3 Mvmt Flow 0 1 502 0 2 829 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 838 251 0 0 502 0 Stage 1 502 - - - - - Stage 2 336 - - - - - 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 311 744 - - 1073 - Stage 1 530 - - - - - Stage 2 641 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 311 744 - - 1073 - Mov Cap-2 Maneuver 311 - - - - - Stage 1 529 - - - - - Stage 2 641 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.84 0 0.04 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 744 13 - HCM Lane V/C Ratio - - 0.001 0.002 - HCM Ctrl Dly (s/v) - - 9.8 8.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - JLN

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0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC

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1956 24-04212 No 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 8 799 4 3 766 Future Vol, veh/h 1 8 799 4 3 766 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 96 96 96 96 96 96 Heavy Vehicles, % 0 13 1 0 25 1 Mvmt Flow 1 8 832 4 3 798 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1160 418 0 0 836 0 Stage 1 834 - - - - - Stage 2 325 - - - - - 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 197 541 - - 662 - Stage 1 347 - - - - - Stage 2 649 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 196 541 - - 662 - Mov Cap-2 Maneuver 196 - - - - - Stage 1 345 - - - - - Stage 2 649 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 13.12 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 452 21 - HCM Lane V/C Ratio - - 0.021 0.005 - HCM Ctrl Dly (s/v) - - 13.1 10.5 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - JLN

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- 13.1 10.5 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - JLN Synchro 12 Report 06/24/2026 HCM 7th TWSC

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