Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 Existing-AM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.40 0.12 0.03 0.17 0.13 0.20 0.24 Control Delay (s/veh) 36.1 0.4 40.3 5.2 5.2 9.3 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 36.1 0.4 40.3 5.2 5.2 9.3 3.0 LOS D A D A A A A Approach Delay (s/veh) 21.2 40.3 5.2 6.7 Approach LOS C D A A Queue Length 50th (ft) 45 0 2 10 19 43 21 Queue Length 95th (ft) 98 0 14 65 82 132 80 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 340 606 165 783 2706 2278 1308 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.29 0.12 0.02 0.17

0 0 0 0 0 0 0 Reduced v/c Ratio 0.29 0.12 0.02 0.17 0.13 0.20 0.24 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 80 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.40 Intersection Signal Delay (s/veh): 8.1 Intersection LOS: A Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway #10 #10 #10 Ø2 Ø4 Ø10 61 s 17 s 12 s #10 #10 Ø5 Ø6 10 s 51 s JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings