Traffic Impact Study 021226 resubmissionrcd 2 26 2026

1956 24-04212 Existing-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 0.61 0.38 0.10 0.30 0.19 0.28 0.22 Control Delay (s/veh) 33.7 1.6 35.4 7.6 7.4 13.9 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 33.7 1.6 35.4 7.6 7.4 13.9 4.1 LOS C A D A A B A Approach Delay (s/veh) 16.4 35.4 7.5 10.5 Approach LOS B D A B Queue Length 50th (ft) 85 0 6 23 31 54 19 Queue Length 95th (ft) 173 0 28 102 107 151 81 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 683 692 188 725 2335 1709 1161 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 0.33 0.38 0.08 0.29 0.19 0.28 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.33 0.38 0.08 0.29 0.19 0.28 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 69.9 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.61 Intersection Signal Delay (s/veh): 11.1 Intersection LOS: B Intersection Capacity Utilization 70.6% 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