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� Lanes, Volumes, Timings <br /> 3: 116th St SE & SR-527 Silver Lake Center <br /> � ! t t �' �► 1 <br /> � LaneGroup WBL WBR NBT NBR SBL SBT <br /> Lane Configurations � � '�'�+ � '�f <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 <br /> � Storage Length (ft) 0 60 0 315 <br /> � Storage Lanes 1 1 0 1 <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 /> I F.K 0.850 0.964 <br /> FIt Protected 0.950 0.950 <br /> Satd. Flow(prot) 1770 1583 3446 0 1787 3574 <br /> � FIt Permitted 0.950 0.950 <br /> Satd. Flow(perm) 1770 1583 3446 0 1787 3574 <br /> Right Tum on Red Yes Yes <br /> Satd. Flow(RTOR) 230 88 <br /> I 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) 7A8 401 350 <br /> 1 Travei Time (s) 17.9 9.1 8.0 <br /> Volume(vph) 108 223 657 206 435 684 <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 /> Adj. Flow(vph) 111 230 821 258 47E 752 <br /> Lane Group Flow(vph) 111 230 1079 0 478 752 <br /> Turn Type Perm Prot <br /> 1 Protected Phases 8 2 1 6 <br /> Permitted Phases 8 <br /> Detector Phases 8 8 2 1 B <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°0 30.0% 40.0% 0.0% 30.0% 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 /> � Lead/Lag Lag Lead <br /> Lead-Lag Op!imize? Yes Yes <br /> Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 <br /> � Recall Mode None None Max None Max <br /> 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 /> Pedestrian Calls (#/hr) 0 0 0 o <br /> ! Act Effct Green (s) 8.2 8.2 16.3 112 32.5 <br /> 1 Actuated gIC Ratio 0.17 0.17 0.36 0.25 0.72 <br /> v/c Ratio 0.36 0.50 0.83 1.08 029 <br /> ( Control Delay 20.6 7.3 22.1 92.9 3.9 <br /> I Queue Delay 0.0 0.0 0.0 0.0 0.0 <br /> Totai Delay 20.6 7.3 22.1 92.9 3.9 <br /> I 2006 Existing Conditions PM Peak-Hour <br /> � Gibson Traffic Consultants, Inc. [BJL] <br /> � �� <br /> � <br />