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West Orange Site Build AM <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 AM.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 />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 22.6 25.0 10.5 4.4 4.1 9.8 0.9 <br />LOS C C B A A A A <br />Approach Delay 16.7 4.1 9.3 <br />Approach LOS B A A <br />Queue Length 50th (ft)19 39 26 2 12 155 0 <br />Queue Length 95th (ft)m41 69 64 8 26 266 6 <br />Internal Link Dist (ft)572 487 575 1780 <br />Turn Bay Length (ft)280 225 200 <br />Base Capacity (vph)324 341 447 299 1233 1233 1073 <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 0.16 0.32 0.43 0.06 0.09 0.67 0.05 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 60 <br />Actuated Cycle Length: 60 <br />Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 50 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.67 <br />Intersection Signal Delay: 10.7 Intersection LOS: B <br />Intersection Capacity Utilization 67.6%ICU Level of Service C <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 />312