Traffic Impact Study 07 21 2025 submission

1956 24-04212 Existing-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 0.57 0.26 0.06 0.27 0.13 0.20 0.18 Control Delay (s/veh) 32.5 0.8 34.9 7.0 6.9 13.8 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 32.5 0.8 34.9 7.0 6.9 13.8 4.2 LOS C A C A A B A Approach Delay (s/veh) 16.5 34.9 6.9 10.3 Approach LOS B C A B Queue Length 50th (ft) 73 0 3 21 19 36 14 Queue Length 95th (ft) 152 0 19 100 73 116 72 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 691 784 189 880 2360 1710 1152 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 0.29 0.26 0.04 0.23 0.13 0.20 0.18 Intersection Summary Area Type:

0 0 Reduced v/c Ratio 0.29 0.26 0.04 0.23 0.13 0.20 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 69.1 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.57 Intersection Signal Delay (s/veh): 10.9 Intersection LOS: B Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 07/08/2025 Lanes, Volumes, Timings