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West Orange Site Build Saturday <br />3: Mt. Willing Road & I-40 WB Entrance Ramp/I-40 WB Service Road 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 16.9 23.3 7.9 7.0 6.8 8.3 2.2 <br />LOS B C A A A A A <br />Approach Delay 15.4 6.9 7.4 <br />Approach LOS B A A <br />Queue Length 50th (ft)13 78 30 1 10 57 0 <br />Queue Length 95th (ft)m25 m105 m53 9 31 126 13 <br />Internal Link Dist (ft)572 487 575 1780 <br />Turn Bay Length (ft)280 225 200 <br />Base Capacity (vph)767 807 828 580 1093 1093 959 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.05 0.28 0.30 0.02 0.07 0.33 0.07 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 60 <br />Actuated Cycle Length: 60 <br />Offset: 18 (30%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 40 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.49 <br />Intersection Signal Delay: 11.4 Intersection LOS: B <br />Intersection Capacity Utilization 45.8%ICU Level of Service A <br />Analysis Period (min) 15 <br />m Volume for 95th percentile queue is metered by upstream signal. <br />Splits and Phases: 3: Mt. Willing Road & I-40 WB Entrance Ramp/I-40 WB Service Road <br />348