Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 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 0.67 0.33 0.04 0.31 0.25 0.32 0.23 Control Delay (s/veh) 35.2 1.3 35.5 7.9 8.0 14.6 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 35.2 1.3 35.5 7.9 8.0 14.6 3.9 LOS D A D A A B A Approach Delay (s/veh) 19.6 35.5 8.0 11.0 Approach LOS B D A B Queue Length 50th (ft) 103 0 2 23 45 65 21 Queue Length 95th (ft) 202 0 16 94 135 166 83 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 678 685 186 672 2302 1663 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 0.40 0.33 0.03 0.29 0.25 0.32

0 0 0 0 0 Reduced v/c Ratio 0.40 0.33 0.03 0.29 0.25 0.32 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.9 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.67 Intersection Signal Delay (s/veh): 12.0 Intersection LOS: B Intersection Capacity Utilization 66.9% 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