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West Orange Site - Addendum #1 Phase 2 - Build PM - Trip Gen. & Dist. 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 2\Synchro\Phase2-Build PM-AdjustedTripGen&Dist.syn <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 0.18 0.33 0.43 0.21 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 100 <br />Actuated Cycle Length: 60 <br />Natural Cycle: 60 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.76 <br />Intersection Signal Delay: 19.4 Intersection LOS: B <br />Intersection Capacity Utilization 70.9%ICU Level of Service C <br />Analysis Period (min) 15 <br />Description: 07-1686 <br />Splits and Phases: 1: Efland-Cedar Grove Road & US-70 <br />883