Traffic Impact Study 021226 resubmissionrcd 2 26 2026

1956 24-04212 No Build-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 0.62 0.22 0.01 0.16 0.13 0.23 0.22 Control Delay (s/veh) 42.1 0.9 41.0 5.6 5.9 10.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.1 0.9 41.0 5.6 5.9 10.1 2.7 LOS D A D A A B A Approach Delay (s/veh) 25.0 41.0 5.8 7.5 Approach LOS C D A A Queue Length 50th (ft) 88 0 1 12 23 55 19 Queue Length 95th (ft) 171 0 6 57 77 143 71 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 317 590 158 726 2530 2096 1273 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 0.58 0.22 0.01 0.16 0.13 0.23 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.58 0.22 0.01 0.16 0.13 0.23 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.6 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.62 Intersection Signal Delay (s/veh): 10.6 Intersection LOS: B Intersection Capacity Utilization 49.4% 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