Traffic Study revised 062626 resubmission 4933 0058 5912 v1

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 0.65 0.32 0.06 0.36 0.18 0.31 0.20 Control Delay (s/veh) 34.7 1.1 35.5 8.1 7.5 16.1 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.7 1.1 35.5 8.1 7.5 16.1 4.6 LOS C A D A A B A Approach Delay (s/veh) 18.1 35.5 7.7 12.0 Approach LOS B D A B Queue Length 50th (ft) 97 0 3 30 30 58 22 Queue Length 95th (ft) 193 0 19 121 97 166 100 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 675 761 184 801 2310 1542 1287 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 0.37 0.32 0.04 0.31 0.18 0.31

0 0 0 0 0 Reduced v/c Ratio 0.37 0.32 0.04 0.31 0.18 0.31 0.20 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.6 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.65 Intersection Signal Delay (s/veh): 12.2 Intersection LOS: B Intersection Capacity Utilization 54.9% ICU Level of Service A 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