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� Lanes, Volumes, Timings <br /> 1: 110th St SE & SR-527 Silver�ake Center <br /> I <br /> I � .� � � � � � r � ��� i 1 <br /> � Lane Group EBL cBT EBR `NBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> LOS E E E D E B E B <br /> Approach Delay 62.0 522 20.5 28.6 <br /> � Approach LOS E D C C <br /> Queue I.ength SOth (ft) ?7 117 136 82 36 148 145 250 <br /> Queue Length 95th (ft) 125 178 787 133 m54 m764 #248 330 <br /> Internal Link Dist(ft) 628 �D4? Z�S 5�� <br /> I Turn Bay Length(ft) 25 60 70 120 <br /> Base Capacity(vph) 243 259 316 356 162 1650 238 1970 <br /> Starvalion Cap Reductn 0 0 0 0 0 307 0 0 <br />', ` Spillback Cap Reductn 0 0 0 0 0 0 0 0 <br /> I Storage Cap Reductn 0 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.44 0.68 0.58 0.�1 028 0.93 O.SC 0.49 <br /> � Intersection Summary — — <br /> � Area Type: Other <br /> Cycle Length: 120 <br /> I Actuated Cycle Length: 120 <br /> Offset:90 (75%), Referenced to phase 2:NBT and 6:SBT, Start of Green <br /> Natural Cycle: 90 <br /> � Coritrol Type:Actuated-Coordinated <br /> I Maximum v/c Ratio: 0.80 <br /> Intersection Signal Delay:31.0 Intersection LOS: C <br /> Intersection Capacity Utilization 67.6% ICU Level of Service C <br /> I Analysis Period (min) 15 <br /> # 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br /> Im Voiume for 95th percentile queue is metered by upstream signai. <br /> ' Splits and Phases 1: 110th St SE &SR-527 <br /> � � m2 01 04 08 <br /> � e5 i a6 >. <br /> I i; <br /> � <br /> 1 <br /> � <br /> I <br /> i <br /> I 20G3 Future Co�dltions with Development PM Peak-Hour <br /> Gibson Tra�c Consultants, Inc. [BJL) <br /> I .(� <br /> `J� <br />