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West Orange Site Phase 1 Build AM - 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 AM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 13 <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 52 (43%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 50 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.67 <br />Intersection Signal Delay: 15.3 Intersection LOS: B <br />Intersection Capacity Utilization 66.6%ICU Level of Service C <br />Analysis Period (min) 15 <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 />792