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Supporting Documentation · Jul 30, 2024

Traffic Report

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Lanes, Volumes, Timings 2027 Build 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 Permitted Phases 2 6 8 4 Detector Phase 5 2 6 6 3 8 7 4 Switch Phase Minimum Initial (s) 7.0 30.0 20.0 20.0 15.0 7.0 15.0 7.0 Minimum Split (s) 10.0 36.0 26.0 26.0 18.0 14.0 18.0 14.0 Total Split (s) 10.0 53.0 43.0 43.0 23.0 14.0 23.0 14.0 Total Split (%) 11.1% 58.9% 47.8% 47.8% 25.6% 15.6% 25.6% 15.6% Maximum Green (s) 7.0 47.0 37.0 37.0 20.0 7.0 20.0 7.0 Yellow Time (s) 3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 0.0 2.0 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 0.0 Total Lost Time (s) 3.0 6.0 6.0 6.0 3.0 7.0 3.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 3.0 2.0 2.0 2.0 Recall Mode None C-Min C-Min C-Min None None None None Act Effct Green (s) 67.0 64.0 55.9 55.9 17.2 7.0 17.2 9.4 Actuated g/C Ratio 0.74 0.71 0.62 0.62 0.19 0.08 0.19 0.10 v/c Ratio

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55.9 17.2 7.0 17.2 9.4 Actuated g/C Ratio 0.74 0.71 0.62 0.62 0.19 0.08 0.19 0.10 v/c Ratio 0.14 0.21 0.01 0.37 0.00 0.00 0.36 0.28 Control Delay (s/veh) 5.9 6.4 10.5 10.6 25.0 0.0 32.9 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 5.9 6.4 10.5 10.6 25.0 0.0 32.9 1.1 LOS A A B B C A C A Approach Delay (s/veh) 6.3 10.6 12.5 13.9 Approach LOS A B B B 90th %ile Green (s) 7.4 52.0 41.6 41.6 15.0 7.0 15.0 7.0 90th %ile Term Code Gap Coord Coord Coord Min Min Min Min 70th %ile Green (s) 7.0 66.0 56.0 56.0 0.0 0.0 15.0 11.0 70th %ile Term Code Min Coord Coord Coord Skip Skip Min Hold 50th %ile Green (s) 7.0 66.0 56.0 56.0 0.0 0.0 15.0 11.0 50th %ile Term Code Min Coord Coord Coord Skip Skip Min Hold 30th %ile Green (s) 7.0 66.0 56.0 56.0 0.0 0.0 15.0 11.0 30th %ile Term Code Min Coord Coord Coord Skip Skip Min Hold 10th %ile Green (s) 0.0 70.0 70.0 70.0 0.0 7.0 0.0 7.0 10th %ile Term Code Skip Coord Coord Coord Skip Hold Skip Min Stops (vph) 23 223 3 379 2 0 91 0 Fuel Used(gal) 1 6 0 10 0 0

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23 223 3 379 2 0 91 0 Fuel Used(gal) 1 6 0 10 0 0 2 1 CO Emissions (g/hr) 48 400 4 724 1 0 110 52 NOx Emissions (g/hr) 9 78 1 141 0 0 21 10 VOC Emissions (g/hr) 11 93 1 168 0 0 25 12 Dilemma Vehicles (#) 0 20 0 43 0 0 0 0 Queue Length 50th (ft) 6 45 1 107 1 0 60 0 Queue Length 95th (ft) m40 132 7 215 4 0 88 0 Internal Link Dist (ft) 750 296 247 137 Turn Bay Length (ft) 150 140 Base Capacity (vph) 501 2492 536 2180 442 505 419 625 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Scenario 1 2027 Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 5

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