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West Orange Site - Addendum #2 Phase 1 - Build PM - Site Drwy. Shift <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 09/14/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 2 - Site Drwy Shift\Phase 1\Synchro\Phase1-Build PM-SiteDrwyShift.syn <br />Kimley-Horn Page 4 <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 56 (47%), Referenced to phase 2:NBTL and 6:SBTU, Start of Green <br />Natural Cycle: 70 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.84 <br />Intersection Signal Delay: 23.4 Intersection LOS: C <br />Intersection Capacity Utilization 88.2%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 />Splits and Phases: 6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp <br />986