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West Orange Site Phase 1 - Build PM - 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 PM-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 />Queue Length 50th (ft)46 100 133 48 <br />Queue Length 95th (ft)141 279 363 140 <br />Internal Link Dist (ft)786 879 365 881 <br />Turn Bay Length (ft) <br />Base Capacity (vph)1195 1198 1397 1363 <br />Starvation Cap Reductn 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 <br />Reduced v/c Ratio 0.17 0.33 0.42 0.21 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 100 <br />Actuated Cycle Length: 59.1 <br />Natural Cycle: 60 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.75 <br />Intersection Signal Delay: 19.2 Intersection LOS: B <br />Intersection Capacity Utilization 70.3%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 />800