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) AM 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) 8.0 48.0 37.0 19.0 7.0 19.0 7.0 Yellow Time (s) 3.0 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) 3.0 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) 66.3 63.3 55.1 18.5 7.7 17.9 10.1 Actuated g/C Ratio 0.74 0.70 0.61

None Act Effct Green (s) 66.3 63.3 55.1 18.5 7.7 17.9 10.1 Actuated g/C Ratio 0.74 0.70 0.61 0.21 0.09 0.20 0.11 v/c Ratio 0.15 0.22 0.39 0.00 0.00 0.36 0.51 Control Delay (s/veh) 9.3 10.6 11.6 23.0 0.0 32.2 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 9.3 10.6 11.6 23.0 0.0 32.2 11.9 LOS A B B C A C B Approach Delay (s/veh) 10.5 11.6 11.5 20.0 Approach LOS B B B C 90th %ile Green (s) 7.8 48.3 37.5 15.0 10.7 15.0 10.7 90th %ile Term Code Gap Coord Coord Min Hold Min Gap 70th %ile Green (s) 7.0 66.0 56.0 0.0 0.0 15.0 11.0 70th %ile Term Code Min Coord Coord Skip Skip Min Hold 50th %ile Green (s) 7.0 66.0 56.0 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 56.0 0.0 0.0 15.0 11.0 30th %ile Term Code Min Coord Coord Skip Skip Min Hold 10th %ile Green (s) 0.0 70.0 70.0 0.0 7.0 0.0 7.0 10th %ile Term Code Skip Coord Coord Skip Hold Skip Min Stops (vph) 32 265 395 2 0 89 27 Fuel Used(gal)

Skip Hold Skip Min Stops (vph) 32 265 395 2 0 89 27 Fuel Used(gal) 1 7 11 0 0 2 1 CO Emissions (g/hr) 58 459 746 1 0 108 85 NOx Emissions (g/hr) 11 89 145 0 0 21 16 VOC Emissions (g/hr) 13 106 173 0 0 25 20 Dilemma Vehicles (#) 0 39 43 0 0 0 0 Queue Length 50th (ft) 14 75 110 1 0 61 0 Queue Length 95th (ft) m50 170 243 4 0 84 58 Internal Link Dist (ft) 750 296 247 137 Turn Bay Length (ft) 150 Base Capacity (vph) 488 2381 2076 436 509 395 338 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Scenario 1 2027 Build (Signalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 5