Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 Existing-PM 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 0.62 0.28 0.04 0.23 0.21 0.27 0.19 Control Delay (s/veh) 33.7 1.0 35.2 7.1 7.5 13.6 3.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 33.7 1.0 35.2 7.1 7.5 13.6 3.7 LOS C A D A A B A Approach Delay (s/veh) 18.7 35.2 7.4 10.3 Approach LOS B D A B Queue Length 50th (ft) 88 0 2 17 36 53 16 Queue Length 95th (ft) 176 0 14 79 117 146 69 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 689 703 188 727 2338 1719 1203 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 0.34 0.28 0.03 0.22 0.21 0.27

0 0 0 0 0 Reduced v/c Ratio 0.34 0.28 0.03 0.22 0.21 0.27 0.19 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 69.9 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.62 Intersection Signal Delay (s/veh): 11.3 Intersection LOS: B Intersection Capacity Utilization 63.5% 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 49 s 29 s 12 s #10 #10 Ø5 Ø6 13 s 36 s JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings