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West Orange Site Phase 1 - Build PM - Trip Gen. Adjust. <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 1\Analysis\Synchro\Phase1-Build PM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 13 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)1177 1137 301 1093 1093 943 <br />Starvation Cap Reductn 0 0 0 306 260 301 <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 0.90 0.28 0.72 0.90 0.79 0.55 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 60 (50%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 70 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.91 <br />Intersection Signal Delay: 25.8 Intersection LOS: C <br />Intersection Capacity Utilization 87.6%ICU Level of Service E <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: 6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp <br />810