Traffic Impact Study 021226 resubmissionrcd 2 26 2026

1956 24-04212 No 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 0.64 0.32 0.06 0.35 0.18 0.27 0.23 Control Delay (s/veh) 34.3 1.1 35.4 7.9 7.4 15.6 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.3 1.1 35.4 7.9 7.4 15.6 4.9 LOS C A D A A B A Approach Delay (s/veh) 17.6 35.4 7.6 11.6 Approach LOS B D A B Queue Length 50th (ft) 93 0 3 30 29 53 22 Queue Length 95th (ft) 186 0 19 121 95 154 99 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 678 761 185 822 2319 1622 1140 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 0.32 0.04 0.31 0.18 0.27 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.36 0.32 0.04 0.31 0.18 0.27 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.3 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.64 Intersection Signal Delay (s/veh): 11.9 Intersection LOS: B Intersection Capacity Utilization 63.3% ICU Level of Service B 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