Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 No Build-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 0.66 0.33 0.04 0.30 0.25 0.31 0.23 Control Delay (s/veh) 34.9 1.3 35.6 7.8 7.9 14.5 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.9 1.3 35.6 7.8 7.9 14.5 3.9 LOS C A D A A B A Approach Delay (s/veh) 19.3 35.6 7.9 10.9 Approach LOS B D A B Queue Length 50th (ft) 102 0 2 23 45 64 21 Queue Length 95th (ft) 199 0 14 94 133 164 82 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 679 688 186 678 2306 1675 1199 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 0.39 0.33 0.03 0.28 0.25 0.31

0 0 0 0 0 Reduced v/c Ratio 0.39 0.33 0.03 0.28 0.25 0.31 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.8 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.66 Intersection Signal Delay (s/veh): 11.9 Intersection LOS: B Intersection Capacity Utilization 66.6% ICU Level of Service C 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