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ILanes, Volumes, Timings <br /> 2: 112th St SE & SR-527 Silver Lake Center <br /> � � -.. � � '- � � t � `► 1 � <br /> � LaneGroup EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ' <br /> LOS E E C E E E B D B A <br /> Approach Delay 42.3 58.2 32.2 15.8 <br /> � Approach LOS � E � <br /> Queue Length SOth (ft) 181 191 149 41 60 137 100 9 190 28 <br /> Queue Length 95th (ft) #353 #373 299 75 102 #200 198 m18 243 m140 <br /> Internal Link Dist(ft) 20 4�� 349 2�5 <br /> � Turn Bay Length (ft) 120 25 400 60 125 <br /> Base Capacity(vph) 304 310 741 236 248 453 2080 236 16E9 1118 <br /> Starvation Cap Reductn 0 0 0 0 0 0 0 0 653 309 <br /> I Spillback Cap Reductn 3 3 0 0 0 0 0 0 0 0 <br /> Sto�age Cap Reductn 0 0 0 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.77 0.79 0.69 0.23 0.35 0.77 0.29 0.05 0.64 0.31 <br /> 1 Intersection Summa <br /> Area Type: Other <br /> Cycle Length: 120 , <br /> Actuated Cycie Length: 120 , <br /> � Offset:0 (0°'0), Referenced to phase 2:SBT and 6:NBT, Start of Green, Master Intersection <br /> � Naturel Cycle: 70 <br /> Control Type: Actuated-Coordinated � <br /> � Maximum v/c Ratio: 0.80 : <br /> � Intersection Signal Delay: 31.7 Intersection LOS: C � <br /> Intersection Capacity Utilization 60.0% ICU Level of Service B � <br /> � Analysis Per'od (min) 15 <br /> # 951h percentile volume exceeds capacity, queue may be longer. i <br /> Queue shown is maximum after two cycles. � <br /> I �n Volume for 95th percentile queue is metered by upstream signal. + ', <br /> Splits and Fhases: 2: 112th St SE 8 SR-527 � <br /> I � ot � m2 � � ¢4 08 <br /> 1 ` � <br /> ! m6 r o5 <br /> � 'k <br /> � <br /> I I <br /> 1 <br /> , <br /> i <br /> I 200fi Exis!ing Conditions PM Peak-Hour <br /> { Gibson Tra�c Consultants, Inc. [BJL] <br /> � ;i <br /> n � ! <br /> L�� j <br />