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' Lanes, Volumes, Timings <br /> � 3: 116th St SE & SR-527 Silver Lake Center <br /> < < t r �► 1 <br /> � Lane Group WBL WBR NBT NBR SBL SBT <br /> LOS C A C F A <br /> Approach Delay 11.6 22.1 38.5 <br /> � Approach LOS B C D <br /> Queue Length 50th(ft) 27 0 130 -162 35 <br /> Queue Length 95th(ft) 61 43 #208 #325 68 <br /> I I Intemal Link Dist(ft) 708 321 270 <br /> Tum Bay Length (ft) 60 315 <br /> Base Capacity(vph) 389 528 1293 441 2566 <br /> Starvation Cap Reductn 0 0 0 0 0 <br />� ( Spillback Cap Reductn 0 0 0 0 0 <br /> J Storage Cap Reductn 0 0 0 0 0 <br /> Reduced v/c Ratio 0.29 0.44 0.83 1.08 0.29 <br /> li ( Intersection Summary <br /> � Area Type: Other <br /> Cycle Length: 50 <br /> � Actuated Cycle Length:45.3 <br /> Natural Cycle:80 <br /> Control Type:Actuated-Uncoordinated <br /> Maximum vlc Ratio: 1.00 <br /> I Intersection Signal Delay:28.4 Intersection LOS: C <br /> Intersection Capacity Utilization 64.8% ICU Level of Service C <br /> Analysis Period (min) 15 <br /> � - Volume exceeds capacity, Gueue is theoretically infinite. <br /> Queue shown is maximum after hvo cycles. <br /> # 95th perczntile volume exceeds capacity,queue may be longer. <br /> IQueue shown is maximum after two cycles. <br /> Splits and Phases: 3: 116th St SE 8 SR-527 <br /> I a1 _ a2 <br /> � � <br /> 1 es � r .� <br /> � - ,;..,;; <br /> � <br /> � <br /> � <br /> I <br /> I 2006 Existing Conditions PM Peak-Hour <br /> l Gibson Traffic Consultants, Inc. [BJL] <br /> ( �� <br /> ; <br />