Traffic Impact Study 021226 resubmissionrcd 2 26 2026

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 0.44 0.14 0.39 0.23 0.34 0.27 Control Delay (s/veh) 36.8 2.0 38.3 9.9 9.1 16.7 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 36.8 2.0 38.3 9.9 9.1 16.7 5.3 LOS D A D A A B A Approach Delay (s/veh) 18.2 38.3 9.4 12.6 Approach LOS B D A B Queue Length 50th (ft) 99 0 8 29 39 66 25 Queue Length 95th (ft) 198 0 34 119 124 172 96 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 651 673 181 649 2230 1589 1131 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 0.44 0.12 0.37 0.23 0.34 0.27 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.39 0.44 0.12 0.37 0.23 0.34 0.27 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 73.5 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.67 Intersection Signal Delay (s/veh): 13.1 Intersection LOS: B Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 02/12/2026 Lanes, Volumes, Timings