Traffic Impact Study 07 21 2025 submission

1956 24-04212 Build-SAT 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 0.63 0.33 0.12 0.35 0.17 0.28 0.23 Control Delay (s/veh) 33.9 1.2 36.0 8.2 7.6 16.4 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 33.9 1.2 36.0 8.2 7.6 16.4 5.2 LOS C A D A A B A Approach Delay (s/veh) 17.4 36.0 7.9 12.2 Approach LOS B D A B Queue Length 50th (ft) 93 0 7 30 28 52 22 Queue Length 95th (ft) 188 0 31 123 95 155 102 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 673 749 187 815 2303 1565 1130 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 0.36 0.33 0.10 0.31 0.17 0.28 0.23 Intersection Summary Area Type:

0 0 Reduced v/c Ratio 0.36 0.33 0.10 0.31 0.17 0.28 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: 0.63 Intersection Signal Delay (s/veh): 12.3 Intersection LOS: B Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings