Traffic Impact Study 021226 resubmissionrcd 2 26 2026

1956 24-04212 Existing-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 0.55 0.16 0.01 0.11 0.11 0.21 0.18 Control Delay (s/veh) 40.0 0.6 41.0 5.4 5.7 9.6 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 40.0 0.6 41.0 5.4 5.7 9.6 2.6 LOS D A D A A A A Approach Delay (s/veh) 24.6 41.0 5.6 7.2 Approach LOS C D A A Queue Length 50th (ft) 72 0 0 8 18 46 14 Queue Length 95th (ft) 144 0 6 43 68 131 59 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 318 612 158 763 2568 2141 1276 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 0.48 0.16 0.01 0.11 0.11 0.21 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.48 0.16 0.01 0.11 0.11 0.21 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.6 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.55 Intersection Signal Delay (s/veh): 10.1 Intersection LOS: B Intersection Capacity Utilization 47.9% ICU Level of Service A 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