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West Orange Site Build PM <br />1: Efland-Cedar Grove Road & US-70 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build PM.syn Synchro 10 Report <br />Kimley-Horn Page 2 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Yellow Time (s)4.6 4.6 4.6 4.6 5.2 5.2 5.2 5.2 <br />All-Red Time (s)1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 <br />Lost Time Adjust (s)-0.7 -0.7 -1.2 -1.2 <br />Total Lost Time (s)5.0 5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode Min Min Min Min None None None None <br />Act Effct Green (s)19.4 19.4 28.5 28.5 <br />Actuated g/C Ratio 0.33 0.33 0.48 0.48 <br />v/c Ratio 0.35 0.66 0.76 0.37 <br />Control Delay 18.1 24.0 20.0 11.3 <br />Queue Delay 0.0 0.0 0.0 0.0 <br />Total Delay 18.1 24.0 20.0 11.3 <br />LOS B C B B <br />Approach Delay 18.1 24.0 20.0 11.3 <br />Approach LOS B C B B <br />Queue Length 50th (ft)46 100 134 49 <br />Queue Length 95th (ft)140 277 361 139 <br />Internal Link Dist (ft)786 879 365 881 <br />Turn Bay Length (ft) <br />Base Capacity (vph)1231 1233 1388 1354 <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 0.32 0.42 0.21 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 100 <br />Actuated Cycle Length: 58.9 <br />Natural Cycle: 60 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.76 <br />Intersection Signal Delay: 19.1 Intersection LOS: B <br />Intersection Capacity Utilization 70.1%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 />326