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West Orange Site Build Saturday <br />5: US-70/I-40 Connector Road & I-40 EB Service Road/I-40 EB Entrance Ramp 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build Saturday.syn <br />Kimley-Horn Synchro 10 Report <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 0.9 0.0 <br />Total Delay 54.8 56.3 10.3 0.0 25.6 6.2 <br />LOS D E B A C A <br />Approach Delay 55.5 9.5 24.4 <br />Approach LOS E A C <br />Queue Length 50th (ft) 325 332 15 0 345 15 <br />Queue Length 95th (ft) #490 #505 31 0 655 m24 <br />Internal Link Dist (ft)1060 622 298 634 <br />Turn Bay Length (ft) 400 40 400 <br />Base Capacity (vph)546 547 1142 984 828 1142 <br />Starvation Cap Reductn 0 0 0 0 48 0 <br />Spillback Cap Reductn 4 4 9 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.80 0.82 0.04 0.00 0.83 0.04 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 86 (72%), Referenced to phase 2:NBT and 6:SBTL, Start of Green <br />Natural Cycle: 70 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.87 <br />Intersection Signal Delay: 40.8 Intersection LOS: D <br />Intersection Capacity Utilization 77.8%ICU Level of Service D <br />Analysis Period (min) 15 <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />Splits and Phases: 5: US-70/I-40 Connector Road & I-40 EB Service Road/I-40 EB Entrance Ramp <br />352