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West Orange Site Build AM <br />7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston 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 15 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Control Delay 42.5 41.5 9.9 58.5 30.5 31.7 4.9 16.0 14.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 42.5 41.5 9.9 58.5 30.5 31.7 4.9 16.0 14.8 <br />LOS D D A E C C A B B <br />Approach Delay 11.8 55.5 15.2 14.8 <br />Approach LOS B E B B <br />Queue Length 50th (ft) 8 5 51 81 5 109 87 1 82 <br />Queue Length 95th (ft) 25 18 105 134 23 152 98 8 138 <br />Internal Link Dist (ft)620 759 375 736 <br />Turn Bay Length (ft) 425 200 300 140 <br />Base Capacity (vph)379 506 862 374 466 972 2642 446 1974 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.03 0.01 0.35 0.29 0.03 0.38 0.22 0.01 0.22 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 12 (10%), Referenced to phase 2:NBT and 6:SBTL, Start of Green <br />Natural Cycle: 50 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.62 <br />Intersection Signal Delay: 17.2 Intersection LOS: B <br />Intersection Capacity Utilization 50.4%ICU Level of Service A <br />Analysis Period (min) 15 <br />Splits and Phases: 7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston Road <br />320