Traffic Study revised 062626 resubmission 4933 0058 5912 v1

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 0.14 0.21 0.18 Control Delay (s/veh) 32.5 0.8 34.9 7.0 6.9 13.9 4.3 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 13.9 4.3 LOS C A C A A B A Approach Delay (s/veh) 16.5 34.9 6.9 10.4 Approach LOS B C A B Queue Length 50th (ft) 74 0 3 21 20 38 15 Queue Length 95th (ft) 153 0 19 100 76 121 73 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 691 782 189 876 2360 1705 1166 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 0.14 0.21

0 0 0 0 0 Reduced v/c Ratio 0.29 0.26 0.04 0.23 0.14 0.21 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 #10 #10 #10 Ø2 Ø4 Ø10 49 s 29 s 12 s #10 #10 Ø5 Ø6 19 s 30 s JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings