20 2026 01 21 Eagle Rock Ave and Oval Road Laurel Avenue Traffic Signal Design Report

Lanes, Volumes, Timings 2027 Build (Signalized) 2: Crestmont Country Club Drwy/Oval Road & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Protected Phases 5 2 6 3 8 7 Permitted Phases 2 8 4 4 Detector Phase 5 2 6 3 8 7 4 Switch Phase Minimum Initial (s) 7.0 48.0 37.0 15.0 7.0 15.0 7.0 Minimum Split (s) 11.0 54.0 43.0 18.0 14.0 18.0 14.0 Total Split (s) 11.0 54.0 43.0 22.0 14.0 22.0 14.0 Total Split (%) 12.2% 60.0% 47.8% 24.4% 15.6% 24.4% 15.6% Maximum Green (s) 7.0 48.0 37.0 19.0 7.0 19.0 7.0 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 0.0 2.0 2.0 0.0 4.0 0.0 4.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 6.0 3.0 7.0 3.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 3.0 2.0 2.0 2.0 Recall Mode None C-Min C-Min None None None None Act Effct Green (s) 65.5 63.5 52.1 18.3 7.5 17.7 9.9 Actuated g/C Ratio 0.73 0.71 0.58

None Act Effct Green (s) 65.5 63.5 52.1 18.3 7.5 17.7 9.9 Actuated g/C Ratio 0.73 0.71 0.58 0.20 0.08 0.20 0.11 v/c Ratio 0.31 0.31 0.30 0.04 0.01 0.24 0.42 Control Delay (s/veh) 10.9 11.3 11.2 25.6 0.0 29.9 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.9 11.3 11.2 25.6 0.0 29.9 12.1 LOS B B B C A C B Approach Delay (s/veh) 11.3 11.2 21.4 19.0 Approach LOS B B C B 90th %ile Green (s) 8.4 49.4 37.0 15.0 9.6 15.0 9.6 90th %ile Term Code Max Coord Coord Min Hold Min Gap 70th %ile Green (s) 7.7 66.0 54.3 0.0 0.0 15.0 11.0 70th %ile Term Code Gap Coord Coord Skip Skip Min Hold 50th %ile Green (s) 7.0 66.0 55.0 0.0 0.0 15.0 11.0 50th %ile Term Code Min Coord Coord Skip Skip Min Hold 30th %ile Green (s) 7.0 66.0 55.0 0.0 0.0 15.0 11.0 30th %ile Term Code Min Coord Coord Skip Skip Min Hold 10th %ile Green (s) 7.0 70.0 59.0 0.0 7.0 0.0 7.0 10th %ile Term Code Min Coord Coord Skip Hold Skip Min Stops (vph) 80 364 260 12 0 55 21 Fuel Used(gal)

Skip Hold Skip Min Stops (vph) 80 364 260 12 0 55 21 Fuel Used(gal) 2 9 7 0 0 1 1 CO Emissions (g/hr) 146 635 504 11 1 66 59 NOx Emissions (g/hr) 28 123 98 2 0 13 11 VOC Emissions (g/hr) 34 147 117 3 0 15 14 Dilemma Vehicles (#) 0 53 30 0 0 0 0 Queue Length 50th (ft) 32 94 73 7 0 39 0 Queue Length 95th (ft) 130 254 163 19 0 61 50 Internal Link Dist (ft) 750 296 247 137 Turn Bay Length (ft) 150 Base Capacity (vph) 581 2436 1989 431 457 396 293 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Scenario 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 5