Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 No Build-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 0.49 0.18 0.03 0.23 0.15 0.23 0.28 Control Delay (s/veh) 38.0 0.7 40.5 5.7 5.7 10.1 3.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 38.0 0.7 40.5 5.7 5.7 10.1 3.3 LOS D A D A A B A Approach Delay (s/veh) 21.6 40.5 5.7 7.2 Approach LOS C D A A Queue Length 50th (ft) 59 0 2 15 23 51 26 Queue Length 95th (ft) 124 0 14 79 91 144 94 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 334 585 162 723 2526 2146 1287 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 0.18 0.02 0.23

0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.18 0.02 0.23 0.15 0.23 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 81.6 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.49 Intersection Signal Delay (s/veh): 8.8 Intersection LOS: A Intersection Capacity Utilization 64.6% 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 61 s 17 s 12 s #10 #10 Ø5 Ø6 10 s 51 s JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings