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Lanes, Volumes, Timings <br />120: Old NC 86 & I-40 EB Ramp 08/05/2020 <br />Hillsborough Industrial Site 7:00 am 03/19/2020 2023 Build-Improved AM Synchro 10 Report <br />Stantec Page 5 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Detector Phase 4 4 4 2 1 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 12.0 7.0 12.0 <br />Minimum Split (s)25.0 25.0 25.0 25.0 11.5 25.0 <br />Total Split (s)25.0 25.0 25.0 45.0 50.0 95.0 <br />Total Split (%)20.8% 20.8% 20.8%37.5% 41.7% 79.2% <br />Maximum Green (s) 18.0 18.0 18.0 38.0 45.5 88.0 <br />Yellow Time (s)5.0 5.0 5.0 5.0 3.5 5.0 <br />All-Red Time (s)2.0 2.0 2.0 2.0 1.0 2.0 <br />Lost Time Adjust (s)-2.0 -2.0 -2.0 -2.0 -2.0 <br />Total Lost Time (s)5.0 5.0 5.0 2.5 5.0 <br />Lead/Lag Lag Lead <br />Lead-Lag Optimize?Yes Yes <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 <br />Recall Mode None None None C-Min None C-Min <br />Walk Time (s)7.0 7.0 7.0 7.0 7.0 <br />Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 <br />Pedestrian Calls (#/hr) 0 0 0 0 0 <br />Act Effct Green (s)18.1 18.1 40.0 49.4 91.9 <br />Actuated g/C Ratio 0.15 0.15 0.33 0.41 0.77 <br />v/c Ratio 0.67 0.71 1.01 0.96 0.29 <br />Control Delay 60.5 65.2 76.7 57.7 3.7 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 60.5 65.2 76.7 57.7 3.7 <br />LOS E E E E A <br />Approach Delay 62.7 76.7 37.5 <br />Approach LOS E E D <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 1 (1%), Referenced to phase 2:NBT and 6:SBT, Start of Green <br />Natural Cycle: 120 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 1.01 <br />Intersection Signal Delay: 53.3 Intersection LOS: D <br />Intersection Capacity Utilization 85.4%ICU Level of Service E <br />Analysis Period (min) 15 <br />Splits and Phases: 120: Old NC 86 & I-40 EB Ramp <br />71