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441 <br /> Lanes, Volumes, Timings <br /> 140: Old NC 86 & Davis Road II 08/05/2020 <br /> t t <br /> Lane Group EBL EBR NBL NBT SBT SBR <br /> Minimum Split 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 /> to 2 'R'. 04 <br /> s <br /> Hillsborough Industrial Site 4:00 pm 03/19/2020 2023 Build-Improved PM Synchro 10 Report <br /> Stantec Page 10 <br />