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� Lanes, Volumes, Timings <br /> 3: 116th St SE & SR-527 Silver�ake Center <br /> � < < � f �► j <br /> ` LaneGroup _ WBl WBR NBT NBR SBL SBT <br /> , LOS C A C F A <br /> Appruach Delay 1 1.7 34.9 61.6 <br /> I Approach LOS B C E <br /> l�ueue Length 50th (ft) 30 0 150 —187 40 <br /> �ueue Length 95th(ft) 66 45 #238 #354 74 <br /> Intemal I_ink Dist(ft) 708 32'I 270 <br /> I Tum Bay Length (ff) 60 315 <br /> Base Capacity(vph) 389 542 1223 415 2341 <br /> Starvation Cap Reductn 0 0 0 0 0 <br /> I Spiliback Cap Reductn 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 <br /> Reduced v/c Ratio 0.31 0.46 0.96 1.24 0.35 <br /> I Intersection Summary <br /> Area Type: Other <br /> Cycle Length: 50 <br /> � Actuated Cycle Length:47.4 <br /> Natural Cycle:90 <br /> Control Type:Actuaced-Uncoordinated <br /> Maximum v/c Ratio: 1.24 <br /> I Intersection Signal Delay: 44.3 Intersect�n LOS: D <br /> Intersection Capacity Utilization 69.3% ICU Levzi of Service C <br /> Analysis Period (min) 15 <br /> ( — Volume exceeds capacity, queue is theoretically in�inite. <br /> Queue shown is maximum after two cycles. <br /> # 95th percentile volume exc�:eds capacity,queue may be lor,ger. <br /> � Queue shown is maximum after lwo cycles. <br /> Splits and Phases: 3: 116th St SE & SR-527 _ <br /> � mt m2 <br /> ^}: <br /> 1 ms �" � <br /> I .; ..:. <br /> � <br /> � <br /> � <br /> 1 <br /> 2008 Basel�ne Conditions PM Peak-Hour <br /> IGibson Tra�c Consultants. Inc. [BJL] <br /> I �' J <br />