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� Lanes, Volumes, Timings <br /> 1: 110th St SE & SR-527 Silver Lake Center <br /> ( � -. � ! '- t 1 t t �► l d <br /> I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations <br /> Ideal Flow(vphpl) 1900 19 0 1900 1900 19 0 1900 1900 1 00 1900 19 0 19 0 1900 <br /> ( Storage Length (ft) 25 0 60 0 70 0 120 0 <br /> Storage Lanes 1 0 1 0 1 0 1 0 <br /> Tolal Lost Time(s) 4.0 4.0 4.0 4.0 4.0 �i.0 4.0 4.0 4.0 4.0 4.0 4.0 <br /> ( Leading Detector(ft) 50 50 50 50 50 50 50 50 <br /> Trailing Detector(ft) 0 0 0 0 0 0 0 0 <br /> Turning Speed (mph) 15 9 15 9 15 9 15 9 <br /> Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 <br /> ! �� �.944 �.9„ fl.9�� �.996 <br /> � Flt Protecled 0.950 0.950 0.950 0.950 <br /> Satd. Flow(prot) 1787 1776 0 1805 1731 0 1770 3458 0 1787 3560 0 <br /> � Flt Permitted 0.950 0.950 0.950 0.950 <br /> Satd. Flow(permj 1787 1776 0 1805 1731 0 1770 3458 0 1787 3560 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd. Flow(RTOR) 2� 54 22 3 <br /> I HeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ?.00 1.00 1.00 1.00 1.00 <br /> Link Speed (mph) 30 30 30 30 <br /> Link Distance�ft) 708 1122 355 597 <br /> f Travel Time (s) 16.1 25.5 8.1 13.6 <br /> I Voiume (vph) 82 85 50 138 48 71 34 757 138 136 721 20 <br /> Peak Hour Factor 0.83 0.83 0.83 0.82 0.82 0.82 0.81 0.81 0.81 0.87 0.87 0.87 <br /> HeavyVehicles(%) 1% 1% 1% 0% 0% 0% 2% 2°/a 2% 1% 1% 1% <br /> j Adj. Flow(vph) 99 102 60 168 59 87 42 935 170 156 829 23 <br /> � Lane Group Flow(vph) 99 162 0 168 146 0 42 1105 0 156 852 0 <br /> Turn Type Split Split Prot Prot <br /> j Protected Phases 8 8 4 4 5 2 1 6 i <br /> � Permitted Phases <br /> Detector Phases 8 8 4 4 5 2 1 6 <br /> � Minimum Initiai (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br /> Minimum Split(s) 20.0 20.0 20.Q 20.0 8.0 20.0 8.0 20.0 <br /> Total Split(s) 20.0 20.0 0.0 25.0 25.0 0.0 15.0 55.0 0.0 20.0 60.0 0.0 <br /> Total Split(%) 16.7% 16.7% 0.0% 20.8% 20.8% 0.0% 12.5% 45.8% 0.0% 16�% 50.0% 0.0% <br /> � Maximum Green (s) 16.0 16.0 21.0 21.0 11.0 51.0 16.0 56.0 <br /> Yellow Time(s) 3.5 3.5 3.5 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 0.5 0.5 0.5 <br /> ( LeadlLag Lead Lead Lag Lag <br /> I Lead-Lag Optimize? Yes Yes Yes Yes <br /> V=hicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 �.0 3.0 <br />� � Recall Mode None None None None None C-Max None C-Max <br /> Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 <br /> Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 <br /> Pedestrian Calls (#/hr) 0 0 0 0 0 0 <br /> ( Act Effct Green (s) 13.9 13.9 15.9 15.9 8.3 58.2 16.0 6?.9 <br /> � Actuated g/C Ratio 0.12 0.12 0.13 Q.13 0.07 0.48 0.13 0.57 <br /> v/c Ratio 0.48 0.73 0.70 0.53 0.34 0.65 0.66 0.42 <br /> � Conlrol Delay 56.9 63.1 65.1 36.5 82.9 13.2 63.4 17.7 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 <br /> Total Delay 56.9 63.1 65.1 36.5 82.9 14.8 63.4 17.7 <br /> I 2006 Existing Conditions PM Peak-Hour <br /> Gibson Traffic Consultants, Inc. [BJL] <br /> � '1 <br />