Traffic Report

Lanes, Volumes, Timings 2027 Build 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 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 53.1 53.1 17.2 7.0 17.2 9.4 Actuated g/C Ratio 0.74 0.71 0.59 0.59 0.19 0.08 0.19 0.10 v/c Ratio

53.1 17.2 7.0 17.2 9.4 Actuated g/C Ratio 0.74 0.71 0.59 0.59 0.19 0.08 0.19 0.10 v/c Ratio 0.29 0.30 0.00 0.28 0.04 0.01 0.23 0.18 Control Delay (s/veh) 4.1 5.0 12.0 10.6 26.6 0.0 30.5 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 4.1 5.0 12.0 10.6 26.6 0.0 30.5 0.6 LOS A A B B C A C A Approach Delay (s/veh) 4.8 10.6 22.1 12.1 Approach LOS A B C B 90th %ile Green (s) 11.2 52.0 37.8 37.8 15.0 7.0 15.0 7.0 90th %ile Term Code Gap Coord Coord Coord Min Min Min Min 70th %ile Green (s) 7.5 66.0 55.5 55.5 0.0 0.0 15.0 11.0 70th %ile Term Code Gap 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) 7.0 70.0 60.0 60.0 0.0 7.0 0.0 7.0 10th %ile Term Code Min Coord Coord Coord Skip Hold Skip Min Stops (vph) 47 291 1 252 12 0 55 0 Fuel Used(gal) 2 7 0 7 0 0

47 291 1 252 12 0 55 0 Fuel Used(gal) 2 7 0 7 0 0 1 0 CO Emissions (g/hr) 107 522 1 493 11 1 66 35 NOx Emissions (g/hr) 21 102 0 96 2 0 13 7 VOC Emissions (g/hr) 25 121 0 114 3 0 15 8 Dilemma Vehicles (#) 0 22 0 30 0 0 0 0 Queue Length 50th (ft) 12 53 0 70 7 0 39 0 Queue Length 95th (ft) 49 137 3 159 20 0 63 0 Internal Link Dist (ft) 750 296 247 137 Turn Bay Length (ft) 150 140 Base Capacity (vph) 632 2541 406 2096 442 456 423 672 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 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour Synchro 12 Report Langan Page 5