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West Orange Site Phase 1 - Build PM - Trip Gen. Adjust. <br />7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston Road 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 15 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Internal Link Dist (ft)620 759 375 736 <br />Turn Bay Length (ft)425 200 300 140 <br />Base Capacity (vph)426 570 972 419 537 1115 2528 329 1273 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 5 0 0 0 0 0 109 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.05 0.02 0.49 0.42 0.03 0.50 0.18 0.01 0.32 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 72 (60%), Referenced to phase 2:NBT and 6:SBTL, Start of Green <br />Natural Cycle: 55 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.68 <br />Intersection Signal Delay: 21.3 Intersection LOS: C <br />Intersection Capacity Utilization 57.9%ICU Level of Service B <br />Analysis Period (min) 15 <br />Splits and Phases: 7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston Road <br />812