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Supporting Documentation · Jun 3, 2026

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

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Lanes, Volumes, Timings 2027 Build (Signalized) 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Protected Phases 2 1 6 8 8 Permitted Phases 6 Detector Phase 2 1 6 8 Switch Phase Minimum Initial (s) 20.0 7.0 30.0 25.0 25.0 Minimum Split (s) 26.0 10.0 36.0 32.0 32.0 Total Split (s) 35.0 15.0 50.0 40.0 40.0 Total Split (%) 38.9% 16.7% 55.6% 44.4% 44.4% Maximum Green (s) 29.0 12.0 44.0 33.0 33.0 Yellow Time (s) 4.0 3.0 4.0 4.0 4.0 All-Red Time (s) 2.0 0.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.0 6.0 7.0 7.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Recall Mode C-Min None C-Min None None Act Effct Green (s) 32.2 50.9 47.9 29.1 29.1 Actuated g/C Ratio 0.36 0.57 0.53 0.32 0.32 v/c Ratio 0.61 0.74 0.19 0.85 0.54 Control Delay (s/veh) 22.4 22.1 5.6 43.1 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 22.4 22.1 5.6 43.1 5.2 LOS C C A D A Approach Delay (s/veh) 22.4 13.4 25.4 Approach LOS C B C 90th %ile Green (s) 29.0 12.0 44.0 33.0 33.0 90th %ile Term Code Coord Max Coord Max Max 70th %ile Green (s) 25.6 15.8 44.4 32.6 32.6 70th %ile Term Code Coord Max Coord Gap Gap 50th %ile Green (s) 30.1

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Max 70th %ile Green (s) 25.6 15.8 44.4 32.6 32.6 70th %ile Term Code Coord Max Coord Gap Gap 50th %ile Green (s) 30.1 14.4 47.5 29.5 29.5 50th %ile Term Code Coord Gap Coord Gap Gap 30th %ile Green (s) 36.8 11.8 51.6 25.4 25.4 30th %ile Term Code Coord Gap Coord Gap Gap 10th %ile Green (s) 39.5 9.5 52.0 25.0 25.0 10th %ile Term Code Coord Gap Coord Min Min Stops (vph) 483 115 84 416 43 Fuel Used(gal) 12 4 3 8 1 CO Emissions (g/hr) 872 278 208 550 95 NOx Emissions (g/hr) 170 54 41 107 18 VOC Emissions (g/hr) 202 64 48 127 22 Dilemma Vehicles (#) 40 0 12 0 0 Queue Length 50th (ft) 158 27 19 259 5 Queue Length 95th (ft) 227 #170 25 365 65 Internal Link Dist (ft) 185 750 124 Turn Bay Length (ft) 575 Base Capacity (vph) 1292 416 1838 661 810 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Scenario 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 2

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