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West Orange Site Build Saturday <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build Saturday.syn <br />Kimley-Horn Synchro 10 Report <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Queue Delay 0.1 0.0 0.0 2.2 0.5 0.0 <br />Total Delay 51.7 5.3 17.5 7.3 11.4 5.5 <br />LOS D A B A B A <br />Approach Delay 35.4 10.4 9.9 <br />Approach LOS D B A <br />Queue Length 50th (ft)229 0 230 103 217 40 <br />Queue Length 95th (ft)296 40 m289 114 382 96 <br />Internal Link Dist (ft)672 1002 634 375 <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)825 901 420 1298 1298 1114 <br />Starvation Cap Reductn 0 0 0 495 246 0 <br />Spillback Cap Reductn 13 0 0 0 57 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.75 0.36 0.67 0.80 0.65 0.21 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 52 (43%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 60 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.78 <br />Intersection Signal Delay: 18.7 Intersection LOS: B <br />Intersection Capacity Utilization 77.8%ICU Level of Service D <br />Analysis Period (min) 15 <br />m Volume for 95th percentile queue is metered by upstream signal. <br />Splits and Phases: 6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp <br />354