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431 <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 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: 1.0� <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&1-40 EB Ramp <br /> 0' - <br /> I 5= <br /> T 06 IF <br /> Hillsborough Industrial Site 7:00 am 03/19/2020 2023 Build-Improved AM Synchro 10 Report <br /> Stantec Page 5 <br />