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11014 19TH AVE SE 24 HOUR FITNESS 2018-01-01 MF Import
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11014 19TH AVE SE 24 HOUR FITNESS 2018-01-01 MF Import
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Last modified
8/10/2018 1:38:12 PM
Creation date
4/2/2017 11:06:16 AM
Metadata
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Template:
Address Document
Street Name
19TH AVE SE
Street Number
11014
Tenant Name
24 HOUR FITNESS
Imported From Microfiche
Yes
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� Lanes, Volumes, Timings <br /> I 1: 110th St SE & SR-527 Silver Lake Center <br /> � � � � ~ � � t � �► 1 � <br /> I 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 Delay 60.7 51.8 17.3 24.7 <br /> ( Approach LOS E D B C <br /> Queue Length SOth (ft) 72 107 126 66 34 149 116 200 <br /> Queue Length 95th (ft) 117 163 174 1?1 m58 119 183 281 <br /> I Intemal Link Dist(ft) 628 1042 275 517 <br /> Tum Bay Length (ft) 25 60 70 120 <br /> Base Capacity(vph) 243 258 316 347 162 1689 238 2015 <br /> Starvation Cap Reductn 0 0 0 0 0 384 0 0 <br /> ( Spiiiback Cap Reductn 0 0 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.41 0.63 0.53 0.42 0.26 0.85 0.66 0.42 <br /> I Intersec`.ion Summary <br /> Area Type: Other <br /> Cycle Length: 120 <br /> Actuated Cycie Length: 120 I <br /> ( Offset: 90(75%), Referenced to phase 2:NBT and 6:SBT, Start of Green � <br /> Natural Cycie: 90 I <br /> I Control Type:Actuated-Coordinated I <br /> Maximum vlc Ratio:0.73 <br /> Intersection Signal Delay: 28.2 Intersection LOS: C <br /> Intersecticn Capacity Utilization 61.4°/a ICU Level of Service B <br /> r Analysis Period (min) 15 <br /> � m Volume for 95th percentile queue is metered by uHstream signal. <br /> Splits and Phases: 1: 110th St SE&SR-527 <br /> 1. � m2 � m1 � a4 08 <br /> � <br /> i1 m5 l ms <br /> ! <br /> � <br /> � <br /> 1 <br /> 1 <br /> I �006 Existing Conditions PM Peak-Hour <br /> Gibson Tra�c Consultants, Inc. [BJL] <br /> I �?) <br />
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