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West Orange Site Phase 1 - Build Saturday - 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 Saturday-TripGenAdjust.syn <br />Kimley-Horn Synchro 10 Report <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 48 (40%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 80 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.90 <br />Intersection Signal Delay: 21.7 Intersection LOS: C <br />Intersection Capacity Utilization 83.4%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 />828