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� Lanes, Volumes, Timirgs <br /> � 1: 110th St SE & SR-527 Silver Lake Center <br /> � -. � � � � � t A `► 1 � <br /> ( LaneGroup EBL Ef3T EBR WBL JBT WBR NBL NBT NBR SBL SBT SBR <br /> j Lane Configurations ►� j. �f 'p �f �A �f �A <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 ':?00 18U0 1900 1900 1900 1900 1900 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 /> Total Lost Time(s) 4.0 4.0 4.0 4.0 I.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br /> I Leading De!ector(ft) 50 50 50 50 50 5[� 50 50 <br /> Trailing Detector(ft) 0 0 0 0 0 tl 0 0 <br /> Turning Speed (mph) 15 9 15 9 15 9 15 9 <br /> Lane Util. Factor 1.00 1.QQ 1.00 1.00 1.00 t.OU 1.00 0.95 0.95 1.00 0.95 0.95 <br /> I Frt 0.945 0.902 0.978 0.996 <br /> rlt Protected 0.950 0.950 �J.950 0.950 <br /> Satd. Fio�,v(prot) ?787 1778 0 1E�5 1714 U 1770 3461 0 1787 3560 0 <br /> I Flt Permitted 0.95G 0.950 0.950 0.950 <br /> Satd. Flow(perm) 1787 1778 0 1805 1714 0 1770 3461 0 1?87 3560 0 <br /> Right Tum on P,ed Yes Yes Yes Yes <br /> �atd. Flow(RTOR) 20 68 20 3 <br /> I Headway Factor 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.d0 1.00 1.00 <br /> Link Speed (mph) 30 30 30 30 <br /> Link Distance(k) 708 1122 355 597 <br /> I Travel Time (s) 16.1 25.5 8.1 13.6 <br /> Volume (vph) 89 92 54 149 52 97 37 866 149 165 820 22 <br /> Peak Hour Factor 0.83 0.8's 0.83 0.82 0.82 0.82 J.81 0.81 0.81 0.87 0.87 0.87 <br /> HeavyVehicles (°/a) 1% 1% 1% 0% 0% 0% 2% 2% 2% 1% 1% i% <br /> I Adj. Flow(vph) 107 111 65 182 63 118 46 1069 184 190 943 25 <br /> Lane Group Flow(vph) 107 176 0 182 181 0 46 1253 0 190 968 0 <br /> Turii Type Spiit Split Prot Prot <br /> � Pro;ected Phases 8 8 4 4 5 ?. 1 6 <br /> Permitted Pha�es <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 2'J.0 20.0 8.0 20.0 8.0 20.0 <br /> Tcial 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 /> TUtal Split(%) 16.7°!u 16.7% 0.0% 20.8% 20.8% 0.0% 12.5% 45.8% 0.0% 16.7% 50.0% 0.0% <br /> I 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 /> I LeadlLag I_ead Lead Lag Lag <br /> Lead-Lag Optimize? 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 /> � Recali Mode None None None Nore Nor:..= 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.G 11.0 11.0 11.0 <br /> Pedestrian Calls (#/hr) 0 0 0 0 0 0 <br /> j Act Effct Green (s) 14.5 14.5 16.6 16 6 8.4 56.8 16.0 66.3 <br /> ' Actuated g1C 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 0.61 0.37 0.76 0.80 0.49 <br /> � Controi Delay 56.8 65.2 65.9 38.5 79.8 14.5 74.9 19.5 <br /> � Queue Delay 0.0 0.0 0.0 0.0 0.0 3.8 0.0 0.0 <br /> Total Delay 56.8 65.2 65.9 38.5 79.8 16.3 74.9 19.5 <br /> � 2008 Future Conditions with Development PM Peak-Hour <br /> Gibson Tra�c Consultants, Inc. [BJL] <br /> � <br /> I v! <br />