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( Lanes, Volumes, Tim'sngs <br /> 2: 112th St SE & SR-527 Silver Lake Center I <br /> � l � 1, ! "- � �, 1 t � j � ��� <br /> � LaneGroup EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR � <br /> LOS E F C E E E B D B A <br /> Approach Delay 53.1 58.6 33.5 15.7 ! <br /> � Approach LOS D E � B <br /> QuAue Length SOth (ft) 198 210 210 45 65 149 110 10 208 59 <br /> �1uE�ue Length 95th (ft) #400 #421 t1421 80 108 #226 216 m18 264 m150 <br /> Internal Link Disl(ft) 20 411 349 275 <br /> I Turn Bay Length (ft) 120 25 �'00 60 125 <br /> Base Capacity(vph) �98 3Q� 719 236 248 453 2080 236 1657 1113 <br /> Starvation Cap Reductn 0 0 0 0 0 0 0 0 630 304 <br /> I Spiilback Cap Reductn 23 23 0 0 Q 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 <br /> Reduced vlc Ratio 0.91 0.94 0.77 0.25 0.38 0.&i 0.32 0.06 0.68 0.33 <br /> S Intersection Summary _ <br /> Area Type: Other <br /> Cycle Length: 120 <br /> � Actuated Cycle Length: 120 <br /> Offset: 0(0%), Referenced to phase 2:SBT and 6:NBT,Start of Green, Master Intersection <br /> Natural Cycle: 75 <br /> Control Type: Actuated-Coordinated <br /> I Maximum v/c Ratio: 0.87 <br /> Intersection Signal Delay: 35.8 Intersection LOS: D <br /> Intersection Capacity Utilization 64.1°/a ICU Level of Service r.,' <br /> � Analysis Period (min) 15 <br /> # 95th percentile volume exceeds capacity,q�eue may be longer. <br /> Queue shown is maximum after two cycles. <br /> I m Volume for 95th percentile queue is metered by upstream signal. <br /> Spiits and Phases: 2: 112Sh St SE&SR-527 <br /> I m1 � e2 04 r8 <br /> {� Pt <br /> I m6 r 05 <br /> I rr': <br /> 1 <br /> 1 <br /> � <br /> I <br /> f <br /> ( 2008 Baseline Conditions PM Peak-Hour <br /> Gibson Tra�c Consultants, Inc. [BJLj <br /> I �� <br />