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West Orange Site Build PM <br />5: US-70/I-40 Connector Road & I-40 EB Service Road 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build PM.syn Synchro 10 Report <br />Kimley-Horn Page 11 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode None None C-Max C-Max C-Max C-Max <br />Act Effct Green (s)36.8 36.8 73.2 73.2 73.2 73.2 <br />Actuated g/C Ratio 0.31 0.31 0.61 0.61 0.61 0.61 <br />v/c Ratio 0.79 0.77 0.06 0.00 0.57 0.17 <br />Control Delay 48.2 47.1 11.5 0.0 24.5 12.4 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 48.2 47.1 11.5 0.0 24.5 12.4 <br />LOS D D B A C B <br />Approach Delay 47.7 10.9 20.9 <br />Approach LOS D B C <br />Queue Length 50th (ft) 294 287 21 0 303 101 <br />Queue Length 95th (ft) 372 362 49 0 m474 m182 <br />Internal Link Dist (ft)1060 622 298 634 <br />Turn Bay Length (ft) 400 40 400 <br />Base Capacity (vph)644 645 1136 979 807 1136 <br />Starvation Cap Reductn 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.63 0.62 0.06 0.00 0.57 0.17 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 103 (86%), Referenced to phase 2:NBT and 6:SBTL, Start of Green <br />Natural Cycle: 50 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.79 <br />Intersection Signal Delay: 34.5 Intersection LOS: C <br />Intersection Capacity Utilization 83.7%ICU Level of Service E <br />Analysis Period (min) 15 <br />m Volume for 95th percentile queue is metered by upstream signal. <br />Splits and Phases: 5: US-70/I-40 Connector Road & I-40 EB Service Road <br />334