Laserfiche WebLink
ILanes, Volumes, Timings Silver Lake Center <br /> � 3: 116th St SE & SR-527 <br /> l t t P �' 1 � <br /> � Lane Group WBL WBR NBT N8R SBL SBT <br /> Lane Configurations � � '�?+ � �� <br /> Ideal Flow (vphpl) 1900 1900 1900 '900 1900 1900 <br /> Storage Length (k) 0 60 0 315 <br /> � Storaae Lanes � � � � <br /> Total Lost Time (s) 4.0 4.0 4.0 4.0 50 50 <br /> Leading Detector(ft) 50 50 50 <br /> I Trailing Detector(k) 0 0 0 0 0 <br /> Turning Speed (mphl 15 9 9 �5 f I <br /> Lane Ulil. Factor 1.00 1.00 0.95 0.95 1 Al� 0.95 � I <br /> � Frt 0.850 0.964 �II <br /> Flt Protected 0.950 0.950 <br /> Satd. Flow(prot) 1770 1583 3446 0 1787 3574 <br /> Flt Permitted 0.950 0.9F0 <br /> 1 Satd. Flow(perm) 1770 1583 34ao Ye0 1787 3574 <br /> Right Turn on Red Yes <br /> Satd. Flow(RTOR) Z48 88 <br /> 1 Headway Factor 1.00 1.00 1.00 1.00 �•�� ��30 <br /> Link Speed (mph) 30 30 <br /> Link Distance (ft) 788 401 35C <br /> Travel Time(s) i 7.9 9.1 8.0 <br /> ' Volume (vph) 117 241 711 223 470 740 <br /> Peak Hour Factor 0.97 0.97 0.80 0.80 0.91 0.91 <br /> Heavy Vehicles (%) 2`10 2% 1% 1% 1% 1% <br /> I Adj. Flow(vph) 121 248 889 279 516 813 <br /> � Lane Group Flow(vph) 121 248 1768 J 516 813 <br /> Tum Type Perm Prat � <br /> � Protected Phases 8 2 1 6 i <br /> Permitted Phases 8 <br /> � Detector Phases 8 8 2 � 6 <br /> I Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 <br /> Ninimurn 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°/0 30.0% 40.G% 0.0% 30.C% 70.0% <br /> I 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 /> r 0.5 0.5 <br /> All-Red Time (s) Q.5 0.� 0.5 <br /> t <br /> LeadlLag Lag Lead <br /> ' Lead-Lsg Optimize? Yes 3es 3.0 <br /> VehiciP Extension (s) 3.0 3.0 3.0 <br /> f Recall Mode None Ncne Max None 5a�x <br /> Walk Time(s) 5.0 5.0 5.0 <br /> Flash Dnnt Walk (s) 11.0 11.0 11.0 ��•� <br /> Pedestrian Calls (#Ihr) 0 0 0 0 <br /> ( Act Effct Green (s) 8.4 8.4 16.0 11.0 31.0 <br /> � Actuatec g/C Ratio 0.'18 0.18 0.34 023 0.65 <br /> vic Ratio 0.39 0.51 0.96 1.24 0.35 <br /> � Controf Delay 20.9 72 34.9 151.7 4.4 <br /> �ueue Delay 0.0 0.0 0.0 0.0 0.0 <br /> � Total Ueiay 20.9 7.2 34.9 151.7 4.4 <br /> PM Peak-Hour <br /> I 2008 Baseline Conditions <br /> Gibson Traffic Consultanls, Inc. (BJL] <br /> 1 � , <br /> J.�. <br />