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West Orange Site - Addendum #1 Phase 2 - Build PM - Trip Gen. & Dist. Adjust. <br />5: US-70/I-40 Connector Road & I-40 EB Service Road 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 2\Synchro\Phase2-Build PM-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 10 <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 79 (66%), 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: 0.68 <br />Intersection Signal Delay: 23.9 Intersection LOS: C <br />Intersection Capacity Utilization 82.8%ICU Level of Service E <br />Analysis Period (min) 15 <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 <br />891