Traffic Impact Study 021226 resubmissionrcd 2 26 2026

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 0.64 0.33 0.10 0.36 0.18 0.28 0.23 Control Delay (s/veh) 34.7 1.2 35.6 8.1 7.5 15.8 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.7 1.2 35.6 8.1 7.5 15.8 5.0 LOS C A D A A B A Approach Delay (s/veh) 17.8 35.6 7.7 11.8 Approach LOS B D A B Queue Length 50th (ft) 94 0 6 30 30 54 22 Queue Length 95th (ft) 189 0 28 123 98 159 102 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 677 751 187 816 2316 1600 1138 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 0.08 0.31 0.18 0.28 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.36 0.33 0.08 0.31 0.18 0.28 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.5 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.64 Intersection Signal Delay (s/veh): 12.1 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 02/12/2026 Lanes, Volumes, Timings