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Lanes, Volumes, Timings <br />120: Old NC 86 & I-40 EB Ramp 08/05/2020 <br />Hillsborough Industrial Site 4:00 pm 03/19/2020 2023 Build-Improved PM Synchro 10 Report <br />Stantec Page 6 <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 14.0 25.0 <br />Total Split (s)25.0 25.0 25.0 51.0 44.0 95.0 <br />Total Split (%)20.8% 20.8% 20.8%42.5% 36.7% 79.2% <br />Maximum Green (s) 18.0 18.0 18.0 44.0 37.0 88.0 <br />Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 <br />All-Red Time (s)2.0 2.0 2.0 2.0 2.0 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 5.0 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)16.2 16.2 47.0 41.9 93.8 <br />Actuated g/C Ratio 0.14 0.14 0.39 0.35 0.78 <br />v/c Ratio 0.58 0.34 0.96 0.92 0.32 <br />Control Delay 58.0 50.5 58.0 59.2 5.6 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 58.0 50.5 58.0 59.2 5.6 <br />LOS E D E E A <br />Approach Delay 55.4 58.0 34.8 <br />Approach LOS E E C <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 4 (3%), Referenced to phase 2:NBT and 6:SBT, Start of Green <br />Natural Cycle: 110 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.96 <br />Intersection Signal Delay: 45.2 Intersection LOS: D <br />Intersection Capacity Utilization 80.8%ICU Level of Service D <br />Analysis Period (min) 15 <br />Splits and Phases: 120: Old NC 86 & I-40 EB Ramp <br />78