Traffic Impact Study 021226 resubmissionrcd 2 26 2026

0.36 0.33 0.08 0.31 0.18 0.28 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.5 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.64 Intersection Signal Delay (s/veh): 12.1 Intersection LOS: B Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 02/12/2026 Lanes, Volumes, Timings

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 1 412 0 2 629 Future Vol, veh/h 0 1 412 0 2 629 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 1 453 0 2 691 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 734 226 0 0 453 0 Stage 1 453 - - - - - Stage 2 281 - - - - - 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 361 773 - - 1119 - Stage 1 564 - - - - - Stage 2 688 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 360 773 - - 1119 - Mov Cap-2 Maneuver 360 - - - - - Stage 1 564 - - - - - Stage 2 686 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.66 0 0.04 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 773 17 - HCM Lane V/C Ratio - - 0.001 0.002 - HCM Ctrl Dly (s/v) - - 9.7 8.2 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 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 8 628 4 3 692 Future Vol, veh/h 1 8 628 4 3 692 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 95 95 95 95 95 95 Heavy Vehicles, % 0 13 1 0 25 1 Mvmt Flow 1 8 661 4 3 728 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 965 337 0 0 669 0 Stage 1 667 - - - - - Stage 2 298 - - - - - 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 260 616 - - 778 - Stage 1 430 - - - - - Stage 2 673 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 258 615 - - 775 - Mov Cap-2 Maneuver 258 - - - - - Stage 1 429 - - - - - Stage 2 670 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 11.88 0 0.09 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 533 23 - HCM Lane V/C Ratio - - 0.018 0.004 - HCM Ctrl Dly (s/v) - - 11.9 9.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - DJR

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

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 1 531 - - - - - Stage 2 681 - - - - - 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 - DJR

- 9.9 8.4 0.2 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0.1 - DJR Synchro 12 Report 02/12/2026 HCM 7th TWSC

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 1 480 0 2 707 Future Vol, veh/h 0 1 480 0 2 707 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 1 527 0 2 777 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 843 264 0 0 527 0 Stage 1 527 - - - - - Stage 2 315 - - - - - 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 309 730 - - 1050 - Stage 1 513 - - - - - Stage 2 658 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 309 730 - - 1050 - Mov Cap-2 Maneuver 309 - - - - - Stage 1 513 - - - - - Stage 2 656 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 9.94 0 0.04 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 730 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

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 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 8 719 4 3 789 Future Vol, veh/h 1 8 719 4 3 789 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 8 757 4 3 831 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1097 381 0 0 761 0 Stage 1 759 - - - - - Stage 2 339 - - - - - 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 215 575 - - 712 - Stage 1 383 - - - - - Stage 2 638 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 214 575 - - 712 - Mov Cap-2 Maneuver 214 - - - - - Stage 1 383 - - - - - Stage 2 635 - - - - - Approach WB NB SB HCM Ctrl Dly, s/v 12.58 0 0.09 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 484 20 - HCM Lane V/C Ratio - - 0.02 0.004 - HCM Ctrl Dly (s/v) - - 12.6 10.1 0.1 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.1 0 - DJR