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ILanes, Volumes, Timings <br /> 2: 112th St SE 8 SR-527 Siiver�ake Center <br /> � � -. � � '- � � t � `► 1 � <br /> � Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> �ane Configurations ►� � � �S A �� T�' � �f � <br /> Ideal Flow(vphpi) 1900 1900 1900 1900 1900 79U0 1900 1900 1900 1900 1900 1900 <br /> ( Storage Length (ft) 0 120 25 0 400 0 60 125 <br /> Storage Lanes 1 1 1 0 2 0 1 1 <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 /> Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 <br /> I Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 <br /> Turning Speed (mph) 15 9 15 9 15 9 15 9 <br /> Lane Utii. Factor 0.95 0.95 1.00 1.00 1.00 1.00 0.97 0.95 0.95 1.00 0.95 1.00 <br /> I F� 0.850 0.979 p cg7 0.850 <br /> Flt Protected 0.950 0.968 0.950 0.950 0.950 <br /> Satd. Flow(prot) 1698 1730 1599 1770 1824 0 3400 3459 0 1770 3539 1583 <br /> I Flt Permitted 0.95� 0.968 0.950 0.950 0.950 <br /> Satd. Flow(perm) 1698 1730 1599 1770 1824 0 3400 3459 0 1770 3539 1583 <br /> Right Turn on Red Yes Yes Ye� Yes <br /> Satd. Flow(RTOR) 28i 6 11 251 <br /> I Headway 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 /> Lirk Distance(ft) 100 491 429 355 <br /> � Travel Time(s) 2•3 ��•2 9'8 8't <br /> Volume (vph) 363 78 476 46 62 10 319 505 48 11 601 233 <br /> Peak Hour Factor 0.93 0.93 0.93 0.84 0.84 0.84 0.91 0.91 0.91 0.93 0.93 0.93 <br /> HeavyVehicles(%) 1% 1% 1% 2% 2% 2% 3°/a 3% 3°/a 2% 2% 2% <br /> ( Adj. Flow (vph) 390 84 512 55 74 12 351 555 53 12 646 251 <br /> � Lane Group Flow(vph) 231 243 512 55 86 0 351 608 0 12 646 251 <br /> Turn Type Split pm+ov Split Prot P�o� Pm+°� <br /> � Protected Phases 8 8 1 4 4 1 6 5 2 2 I <br /> Permitted Phases $ <br /> Detector Phases 8 8 1 4 4 1 6 5 2 8 <br /> ' Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br /> ' Minimum Split(s) 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 20.0 <br /> Total Split(s) 20.0 20.0 20.0 20.0 20.0 0.0 20.0 60.0 0.0 20.0 60.0 20.0 <br /> Total Split(%) 16.7% 16.7% 16.7% 16.7% 16.7% 0.0% 16.7% 50.0% 0.0% 16.7% 50.0% 16.7% <br /> � Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 16.0 56.0 16.0 56.0 16.0 <br /> Yellow Time(s) 3.5 3.5 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 0.5 0.5 <br /> � Lead/Lag Lead Lead Lead Lag Lag <br /> Lead-Lag Optimize? Yes Yes Yes Yes Yes <br /> Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br /> � RecallMode None None None None tJone None C-Max None C-Max None <br /> Waik Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br /> Flash Dont Waik(s) 11.0 11.0 11.0 11.0 ��'� �� 0 '1 0 <br /> Pedestrian Calls (#/hr) 0 0 � � � <br /> ( Act Effct Green (s) 21.5 21.5 A0.9 10.5 10.5 15.4 72.0 8.0 56.6 78.1 <br /> � Actuated gIC Ratio 0.18 0.18 0.34 0.09 0.09 0.13 0.60 0.07 0.47 0.65 <br /> v/c Ratio 0.76 0.78 0.70 0.35 0.52 0.80 0.29 0.10 0.39 0.22 <br /> S Conlrol Delay 64.6 66.3 20.5 56.8 592 65.5 13.0 44.6 18.5 4.9 <br /> Queue Delay 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 <br /> Total Delay 64.8 66.7 20.5 56.8 59.2 65.5 13.0 44.6 19.2 5.0 <br /> 1 2006 Existing Conditions PM Peak-Hour � <br /> Gibson Traffic Consultants, Inc. [BJL] <br /> � ''=i, <br />