Laserfiche WebLink
1 Lanes, Volumes, Timings <br /> � 1: 110th St SE 8� SR-527 Silver Lake Center <br /> � � � � � � � t r `► 1 � <br /> I LaneGroup EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations � � � j+ � T� � �'S+ <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> I Storage Length (k) 25 0 60 0 70 0 120 0 <br /> Storage Lanes 1 0 1 0 1 0 1 0 <br /> Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br /> 1 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 Utii. 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 /> I Frt 0.945 0.910 0.977 0.996 <br /> Flt Protected 0.950 0.950 0.950 0.950 <br /> Satd. Flow(prot) 1787 1778 0 1805 1729 0 1770 3458 0 1787 356G 0 <br /> Flt Permitted 0.950 0.950 0.950 0.950 <br /> � Satd. Flow(perm) 1787 1778 0 1805 1729 0 1770 3458 0 1787 3560 0 <br /> Rir'�t Turn on Red Yes Yes Yes Yes <br /> Sat� =1c::(RTOR) 20 54 22 3 <br /> I Heado ay Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 /> { Travel Time (s) 16.1 25.5 8.1 13.6 <br /> � Volume (�phj 89 92 54 149 52 77 37 819 149 147 780 22 <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% 2% 1% 1% 1% <br /> � Adj. Flow(vph) 107 111 65 182 63 94 46 1011 184 169 897 25 <br /> � Lane Group Flow(vph) 107 176 0 182 157 0 46 1195 0 169 922 0 <br /> Turn Type Split Split Prot Prot <br /> � Protected Phases 8 8 4 4 5 2 1 6 <br /> Permitted Phases <br /> Detector Phases 8 8 4 4 5 2 1 6 <br /> I Minimum Initial (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 20.0 20.0 8.0 20.0 8.0 20.0 <br /> Totai Split(s) 20.0 20.0 0.0 25.0 25.0 0.0 15.0 5!i.0 0.0 20.0 60.0 0.0 <br /> Total Splil(%) 16.7% 16.7% 0.0% 20.8% 20.8% 0.0% 12.5°/a 45.0% 0.0% 16.7% 50.0% 0.0% <br /> l 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 �.5 :i.5 <br /> AII-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 <br /> I Leadllag Lead Lead Lag Lag <br /> Lead-Lag Oplimize? Yes Yes Yes Yes <br /> Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br /> 1 Recall Mode None None None Nor:e None C-Max None C-Max <br /> Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 <br /> Flash Donl 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 /> 1 ,4ct Effct Green (s) 14.5 14.5 16.6 16.6 8.4 56.8 16.0 66.3 <br /> Actuated g/C Ratio 0.12 0.12 0.14 0.14 0.07 0.47 0.13 0.55 <br /> v/c Ratio 0.49 0.76 0.73 0.55 0.37 0.72 0.71 0.47 <br /> ( Control Delay 56.8 65.2 65.9 37.9 83.2 15.3 67.0 19.1 <br /> I pueue Delay 0.0 0.0 0.0 0.0 0.0 3.5 0.0 0.0 <br /> Total Delay 56.8 6�.2 65.9 37.9 832 18.8 67.0 19.1 <br /> I 2008 Baseline Conditions PM Peak-Hour <br /> Gibson Tra�c Cons��ltants, Inc. [BJL] <br /> I / <br /> � ( <br />