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West Orange Site Build Saturday <br />7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston Road 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build Saturday.syn <br />Kimley-Horn Synchro 10 Report <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Control Delay 49.3 46.4 6.8 57.9 39.5 11.0 2.5 37.8 36.1 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 <br />Total Delay 49.3 46.4 6.9 57.9 39.5 11.3 2.5 37.8 36.1 <br />LOS D D A E D B A D D <br />Approach Delay 9.4 54.0 9.0 36.1 <br />Approach LOS A D A D <br />Queue Length 50th (ft) 19 10 112 49 10 71 8 2 72 <br />Queue Length 95th (ft) 47 29 161 93 32 153 32 13 115 <br />Internal Link Dist (ft)620 759 375 736 <br />Turn Bay Length (ft) 425 200 300 140 <br />Base Capacity (vph)212 285 1157 208 273 1802 2890 293 922 <br />Starvation Cap Reductn 0 0 0 0 0 493 0 0 0 <br />Spillback Cap Reductn 0 0 26 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.13 0.05 0.57 0.32 0.07 0.55 0.09 0.01 0.25 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 4 (3%), 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: 0.55 <br />Intersection Signal Delay: 14.3 Intersection LOS: B <br />Intersection Capacity Utilization 64.0%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 />356