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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
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Address Document
Street Name
19TH AVE SE
Street Number
11014
Tenant Name
24 HOUR FITNESS
Imported From Microfiche
Yes
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ILanes, Volumes, Timings <br /> 3: 11 fith St SE & SR-527 Silver Lake Center <br /> � j � t P �► j <br /> I LaneGroup WBL WBR NBT NBR SBL SBT <br /> � Lane Configurations � � '�js �f �� <br /> Ideal Fiow(vphpl) 1900 1900 19U0 1900 1900 1900 <br /> � Storage Length (ft) 0 60 0 315 <br /> Storage Lanes 1 1 0 � <br /> Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 <br /> Leading Detector(ft) 50 50 50 50 50 <br /> I Trailing Detector(ft) 0 0 0 0 0 <br /> Turning Speed (mph) 15 9 9 15 <br /> Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 <br /> � prt 0.850 0.966 I <br /> � Flt Protected 0.950 0.950 <br /> Satd. Fiow(prot) 1770 1583 3453 0 1787 3574 <br /> Flt Permitted 0.950 0.950 <br /> I Satd. Flow(perm) 1770 1583 3453 0 1787 3574 <br /> � Right Tum on Red Yes Yes <br /> Satd Plow(RTOR) 256 AO <br /> � Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Link Speed (mph) 30 30 30 <br /> Link Distance(ft) 7Aq 401 350 <br /> I Travel Time(sj '�/.9 9•1 8�0 <br /> Voiume(vph) 117 248 762 223 478 795 <br /> Peak Hour Factor 0.97 0.97 0.80 0.80 0 91 0.91 <br /> HeavyVehicles (%) 2% 2% 1% 1% 1% 1% <br /> I Adj. Flow(vph) 121 256 952 279 525 874 <br /> Lane Group Flow(vph) 121 256 1231 0 525 874 <br /> 7urn Type Perm Prot <br /> � Protected Phases 8 2 1 6 <br /> Permitted Phases 8 <br /> Detector Phases 8 8 2 1 6 <br /> Minimum Initial ;s) 4.0 4.0 4.0 4.0 4.0 <br /> Minimum Split(s) 20.0 20.0 20.0 8.0 20.0 <br /> Total Split(s) 15.0 15.0 20.0 0.0 15.0 35.0 <br /> Total Split(%) 30.0% 30.0°/a 40.0% 0.0% 30.0°/a 70.0% <br /> Maximum Green (s) 11.0 11.0 16.0 11.0 31.0 <br /> Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 <br /> All-Red Time(s) 0.5 0.5 0.5 0.5 0.5 <br /> I LeadlLag Lag Lead <br /> Lead-Lag Optimize? Yes Yes i <br /> Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 <br /> Recall Mode None Ncne Max None Max <br /> I Walk Time (s) 5.0 5.0 5.0 5.0 <br /> Flash Dont Walk (s) 11.0 11.0 11.0 11.0 <br /> Padestrian Calls (#/hr) 0 0 0 0 <br /> IAct Effct Green (s) 8.4 8.4 16.0 11.0 31.0 <br /> , Actuated g/C Ratio 0.18 0.18 0.34 0.23 0.65 <br /> v/c Fatio 0.39 0.52 1.01 1.27 0.37 <br /> I Control Delay 20.9 7.3 47.0 160.4 4.6 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 20.9 7.3 47.0 160.4 4.6 <br /> � 2008 Future Conditions with Development PM Peak-Hour <br /> Gibson Tra�c Consultants, Inc. [BJL] <br /> I 3� <br />
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