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West Orange Site Build AM <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 AM.syn Synchro 10 Report <br />Kimley-Horn Page 13 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Queue Delay 0.0 0.0 0.0 2.7 0.5 0.4 <br />Total Delay 51.5 6.9 1.7 11.7 5.1 3.4 <br />LOS D A A B A A <br />Approach Delay 37.2 10.1 4.4 <br />Approach LOS D B A <br />Queue Length 50th (ft)154 0 5 216 77 34 <br />Queue Length 95th (ft)199 34 9 673 106 54 <br />Internal Link Dist (ft)672 1002 634 375 <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)736 730 633 1386 1386 1200 <br />Starvation Cap Reductn 0 0 0 458 513 448 <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 0.54 0.26 0.23 0.85 0.55 0.47 <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: 50 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.66 <br />Intersection Signal Delay: 14.9 Intersection LOS: B <br />Intersection Capacity Utilization 64.3%ICU Level of Service C <br />Analysis Period (min) 15 <br />Splits and Phases: 6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp <br />318