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West Orange Site Phase 1 Build AM - Trip Gen. Adjust. <br />1: Efland-Cedar Grove Road & US-70 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 2 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Reduced v/c Ratio 0.54 0.19 0.22 0.61 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 100 <br />Actuated Cycle Length: 77.1 <br />Natural Cycle: 70 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.85 <br />Intersection Signal Delay: 27.4 Intersection LOS: C <br />Intersection Capacity Utilization 79.3%ICU Level of Service D <br />Analysis Period (min) 15 <br />Description: 07-1686 <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />Splits and Phases: 1: Efland-Cedar Grove Road & US-70 <br />782