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West Orange Site Build PM <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 PM.syn Synchro 10 Report <br />Kimley-Horn Page 6 <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 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode None None None C-Max C-Max C-Max C-Max <br />Act Effct Green (s)16.6 16.6 16.6 33.4 33.4 33.4 33.4 <br />Actuated g/C Ratio 0.28 0.28 0.28 0.56 0.56 0.56 0.56 <br />v/c Ratio 0.39 0.30 0.73 0.03 0.10 0.26 0.06 <br />Control Delay 17.6 16.2 6.8 9.6 9.1 9.8 2.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 17.6 16.2 6.8 9.6 9.1 9.8 2.8 <br />LOS B B A A A A A <br />Approach Delay 10.2 9.2 8.6 <br />Approach LOS B A A <br />Queue Length 50th (ft)63 49 31 3 15 44 0 <br />Queue Length 95th (ft)m61 m49 27 15 50 124 15 <br />Internal Link Dist (ft)572 487 575 1780 <br />Turn Bay Length (ft)280 225 200 <br />Base Capacity (vph)914 962 1145 612 1035 1035 912 <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 0.21 0.16 0.59 0.03 0.10 0.26 0.06 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 60 <br />Actuated Cycle Length: 60 <br />Offset: 38 (63%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 45 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.73 <br />Intersection Signal Delay: 9.8 Intersection LOS: A <br />Intersection Capacity Utilization 56.1%ICU Level of Service B <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 />330