Traffic Impact Study 07 21 2025 submission

1956 24-04212 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 0.63 0.22 0.03 0.16 0.13 0.23 0.22 Control Delay (s/veh) 42.3 0.8 41.0 5.7 6.0 10.2 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.3 0.8 41.0 5.7 6.0 10.2 2.8 LOS D A D A A B A Approach Delay (s/veh) 25.2 41.0 5.9 7.5 Approach LOS C D A A Queue Length 50th (ft) 86 0 1 12 22 52 18 Queue Length 95th (ft) 166 0 11 57 75 138 70 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 317 596 161 730 2527 2082 1272 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 0.58 0.22 0.02 0.16 0.13 0.23 0.22 Intersection Summary Area Type:

0 0 Reduced v/c Ratio 0.58 0.22 0.02 0.16 0.13 0.23 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.6 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.63 Intersection Signal Delay (s/veh): 10.8 Intersection LOS: B Intersection Capacity Utilization 52.8% ICU Level of Service A 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