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Lanes, Volumes, Timings <br />140: Old NC 86 & Davis Road 08/05/2020 <br />Hillsborough Industrial Site 4:00 pm 03/19/2020 2023 Build-Improved PM Synchro 10 Report <br />Stantec Page 10 <br />Lane Group EBL EBR NBL NBT SBT SBR <br />Minimum Split (s)25.0 25.0 25.0 25.0 <br />Total Split (s)25.0 35.0 35.0 35.0 <br />Total Split (%)41.7% 58.3% 58.3% 58.3% <br />Maximum Green (s) 18.0 28.0 28.0 28.0 <br />Yellow Time (s)5.0 5.0 5.0 5.0 <br />All-Red Time (s)2.0 2.0 2.0 2.0 <br />Lost Time Adjust (s) -2.0 -2.0 -2.0 <br />Total Lost Time (s)5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 <br />Recall Mode None C-Min C-Min C-Min <br />Walk Time (s)7.0 7.0 7.0 7.0 <br />Flash Dont Walk (s) 11.0 11.0 11.0 11.0 <br />Pedestrian Calls (#/hr) 0 0 0 0 <br />Act Effct Green (s)17.5 32.5 32.5 <br />Actuated g/C Ratio 0.29 0.54 0.54 <br />v/c Ratio 0.65 0.50 0.52 <br />Control Delay 24.6 11.8 15.3 <br />Queue Delay 0.0 0.0 0.0 <br />Total Delay 24.6 11.8 15.3 <br />LOS C B B <br />Approach Delay 24.6 11.8 15.3 <br />Approach LOS C B B <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 60 <br />Actuated Cycle Length: 60 <br />Offset: 52 (87%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 50 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.65 <br />Intersection Signal Delay: 16.5 Intersection LOS: B <br />Intersection Capacity Utilization 76.0%ICU Level of Service D <br />Analysis Period (min) 15 <br />Splits and Phases: 140: Old NC 86 & Davis Road <br />81