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West Orange Site Build Saturday <br />1: Efland-Cedar Grove Road & US-70 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 />Actuated g/C Ratio 0.37 0.37 0.34 0.34 <br />v/c Ratio 0.33 0.28 0.40 0.53 <br />Control Delay 9.6 8.9 10.8 12.8 <br />Queue Delay 0.0 0.0 0.0 0.0 <br />Total Delay 9.6 8.9 10.8 12.8 <br />LOS A A B B <br />Approach Delay 9.6 8.9 10.8 12.8 <br />Approach LOS A A B B <br />Queue Length 50th (ft)24 19 30 41 <br />Queue Length 95th (ft)70 58 64 83 <br />Internal Link Dist (ft)786 879 365 881 <br />Turn Bay Length (ft) <br />Base Capacity (vph)1792 1758 1683 1638 <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 0.13 0.11 0.13 0.18 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 100 <br />Actuated Cycle Length: 34.4 <br />Natural Cycle: 50 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.53 <br />Intersection Signal Delay: 10.7 Intersection LOS: B <br />Intersection Capacity Utilization 41.8%ICU Level of Service A <br />Analysis Period (min) 15 <br />Description: 07-1686 <br />Splits and Phases: 1: Efland-Cedar Grove Road & US-70 <br />344