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438 <br /> Lanes, Volumes, Timings <br /> 120: Old NC 86 & 1-40 EB Ramp 1I08/05/2020 <br /> -11 --1, 4--- t t <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&1-40 EB Ramp <br /> 0' - <br /> I 5= <br /> T 06 IF <br /> Hillsborough Industrial Site 4:00 pm 03/19/2020 2023 Build-Improved PM Synchro 10 Report <br /> Stantec Page 6 <br />