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� Lanes, Volumes, Timings � <br /> 1: 110th St SE & SR-527 Silver Lake Center <br /> � � � � � '- � � t � `► 1 � <br /> � Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> LOS E E E D F B E B <br /> Approach Deiay 62.0 53.0 21.2 26.5 <br /> Approach LOS E D C C <br /> � Queue Length 50th (ft) 77 117 136 74 3� �64 �2� Z34 <br /> �ueue Length 95th (ft) 125 178 187 121 m61 140 #209 311 <br /> Intemal Link Dist(ft) 628 1042 275 517 <br /> I Turn Bay Length (ft) 25 60 70 120 <br /> Base Capacity(vph) 243 259 316 347 162 7649 238 1969 <br /> Starvation Cap Reductn 0 0 0 0 0 351 0 0 <br /> I Spillback Cap Reductn 0 0 0 0 0 0 0 30 , <br /> Storage Cap Reductn 0 0 � � � � � � j <br /> Reduced vlc Ratio 0.44 0.68 0.58 0.45 0.28 0.92 0.71 0.48 , <br /> � Intersection Summa — i <br /> Area Type: Other � <br /> Cycle Length: 120 � <br /> � Actuated Cycle Length: 120 ` <br /> Offset: 90 (75%), Referenced to phase 2:NBT and 6:SBT, Start of Green i <br /> Natural Cycle: 90 . ( <br /> Contro!Type:Actuated-Coordinated , <br /> 1 Maxim��m vlc Ratio:0.76 Intersection LOS: C l <br /> Intersection Signal Delay:30.7 ICU Level of Service C ' <br /> Intersection Capaciry Utilization 65.3% � <br /> ( Analysis Period (min) 15 ; <br /> � # 95th percentiie volume exceeds capacity, queue may be longer. i <br /> Queue shown is maximum after two cycles. ! <br /> � m Volume for 95th percentile queue is metered by upsVeam signal. j <br /> Splits and Phases: 1: 110t1i St SE 8 SR-527 <br /> ' 1 mz �► m, 7 .a me <br /> �,. :t: 5�. <br /> � m5 � 06 <br /> � <br /> I <br /> 1 <br /> I <br /> 1 <br /> I PM Peak-Hour <br /> 2008 Baseline Conditions <br /> Gibson Traffic Consultants. Inc. [BJL] <br /> I �'� <br />