Traffic Impact Study 021226 resubmissionrcd 2 26 2026

1956 24-04212 No 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 0.66 0.43 0.10 0.38 0.22 0.32 0.26 Control Delay (s/veh) 35.1 2.0 35.7 8.4 7.8 14.9 4.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 35.1 2.0 35.7 8.4 7.8 14.9 4.4 LOS D A D A A B A Approach Delay (s/veh) 17.4 35.7 8.0 11.1 Approach LOS B D A B Queue Length 50th (ft) 99 0 6 29 39 66 25 Queue Length 95th (ft) 197 0 28 118 123 170 96 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 673 680 186 677 2304 1660 1163 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 0.38 0.43 0.08 0.36 0.22 0.32 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.38 0.43 0.08 0.36 0.22 0.32 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.8 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.66 Intersection Signal Delay (s/veh): 11.8 Intersection LOS: B Intersection Capacity Utilization 64.3% 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