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West Orange Site Build AM <br />5: US-70/I-40 Connector Road & I-40 EB 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 11 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Queue Delay 0.2 0.2 0.0 0.0 0.0 0.0 <br />Total Delay 46.8 45.5 11.3 1.1 15.3 8.1 <br />LOS D D B A B A <br />Approach Delay 46.2 10.5 13.8 <br />Approach LOS D B B <br />Queue Length 50th (ft) 272 263 54 0 178 32 <br />Queue Length 95th (ft) 346 335 105 4 257 73 <br />Internal Link Dist (ft)1060 622 298 634 <br />Turn Bay Length (ft) 400 40 400 <br />Base Capacity (vph)630 631 1155 995 747 1155 <br />Starvation Cap Reductn 0 0 0 0 0 0 <br />Spillback Cap Reductn 28 28 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.64 0.63 0.15 0.02 0.52 0.08 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 90 (75%), Referenced to phase 2:NBT and 6:SBTL, Start of Green <br />Natural Cycle: 60 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.78 <br />Intersection Signal Delay: 30.6 Intersection LOS: C <br />Intersection Capacity Utilization 64.3%ICU Level of Service C <br />Analysis Period (min) 15 <br />Splits and Phases: 5: US-70/I-40 Connector Road & I-40 EB Service Road <br />316