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� Lanes, Volumes, Timings <br /> 2: 112th St SE & SR-527 Silver Lake Center <br /> � � � 7 l '- ` 1 t P �► 1 1 <br /> I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> L.'�S F F D E E E B D B A <br /> l+pproach Delay 96.4 73.9 37.4 17.6 <br /> I C�pproach LOS F E D B <br /> �u�ue Length 50th (ft) —263 —283 295 138 130 15G 176 54 201 71 <br /> Queue Length 95th (ft) �7442 it467 #512 #221 #219 #227 226 m98 25� m156 <br /> Internal Link Dist(ft) 20 411 349 275 <br /> I Turn Bay Length (ft) 120 25 400 60 125 <br /> i Base Capacity(vph) 239 246 608 236 259 453 1723 236 1656 1045 <br /> Starvation Cap Reductn 0 0 0 0 0 0 0 0 656 307 <br /> f Spillback Cap Reductn 0 0 0 0 0 U 0 0 0 0 <br /> I Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 1.12 1.15 0.89 0.77 0.79 0.84 0.40 �).33 0.67 0.37 <br /> I Intersection Summary I� <br /> Area Type: Other <br /> Cycle Length: 120 <br /> � Actuated Cycle Length: 120 <br /> Offset: 0 (0°/a), Referenced to phdse 2:SBT and 6:NBT, Start of Green, Master Intersection <br /> Natural Cycle: 75 <br /> Control Type:Actuated-Coordinated <br /> 1 Maximum vlc Ratio: 1.15 <br /> Intersection Signal Delay: 53.7 Intersection LOS: D <br /> Intersection Capacity Utilization 68.2% ICU Level of Service C <br /> I Analysis Period (min) 15 <br /> - Volume exceeds capacity, queue is theoretically infinite. <br /> Queue shown is maximum after two cycles. <br /> � # 95th percentile voiume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br /> � m Voiume for 95th percentile queue is metered by upstream signal. <br /> ISplits and Phases: 2: 112th St SE& SR-527 <br /> m1 � m2 04 e8 <br /> zii is�. <br /> I � es � 05 <br /> %1 <br /> ( / <br /> I <br /> I <br /> I <br /> J 2008 Future Conditions with Gevelopment PM Peak-Hour <br /> � Gibson Tra�c Consultants, Inc. [BJL] <br /> � a7 <br />