11014 19TH AVE SE 24 HOUR FITNESS 2018-01-01 MF Import

� Lanes, Volumes, Timings 2: 112th St SE & SR-527 Silver Lake Center � � --. � � '- � -� t � `► 1 � I LaneGroup EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � A �� A � �� Ideal Flow(vphpi) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1300 1900 1900 I Storage Length (ft) 0 120 25 0 400 0 60 125 Storage Lanes 1 1 1 0 2 0 1 1 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 Leading Detector(ft) 50 50 50 50 �0 50 50 50 50 50 I Trailing Detector(ft) 0 0 0 0 0 G 0 0 0 0 Turning SpeeC (mph) 15 9 15 9 15 9 15 9 Lane Util. 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 I F� 0.850 0.979 0.987 0.850 Flt Protected 0.950 0.968 0.950 0.950 �.950 Satd. Flow(prot) 1698 1730 1599 1770 1824 0 3400 3459 0 1770 3539 1583 Flt Permitted 0.950 0.968 0.950 0.950 0.950 I Satd. Flow(perm) 1698 1730 1599 1770 1824 0 3400 3459 0 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 261 6 11 264 1 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.90 Link Speed (mph) 30 30 30 30 Link Distance (ft) 100 491 429 355 � Travel Time (s) 2.3 11•2 9•8 8•� Voiume (vph) 393 84 515 50 67 11 345 546 52 12 650 252 Peak Hour Factcr 0.93 0.93 0.93 0.84 0.84 0.04 0.9 i 0.91 0.91 0.93 0.93 0.93 HeavyVehiCles (%) 1% 1% 1% 2% 2% 2% 3% 3% 3% 2% 2% 2% ( P.dj. Flow(vph) 423 90 554 60 80 13 379 600 57 13 699 271 Lane Group Flow(vph) 250 263 554 60 93 0 379 657 0 13 699 271 Turn Type Split pm+ov Split Prot Prot pm+ov � I Protected Phases S 8 1 4 4 1 6 5 2 8 Perm:tted Phases 8 2 Detector Phases 8 8 1 4 4 t 6 5 2 8 � Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Splil (s) 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 20.0 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 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% I Maximum Green (s) 16.0 10'.0 16.0 16.0 16.0 16.0 56.0 16.0 56.0 16.0 ( Yeilow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 O.b 0.5 0.5 0.5 0.5 � LeadlLag Lead Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None C-Max None � Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 � Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 I Act Effct Green (s) 21.1 21.1 40.9 10.9 10.9 15.8 72.0 8.0 562 77.2 Actuated gIC Ratio 0.18 0.18 0.34 0.09 0.09 0.13 0.60 0.07 0.47 0.64 v/c Ratio 0.84 0.87 0.77 0.37 0.54 0.84 0.32 0.11 0.42 024 � Control Delay 72.7 75.9 27.1 56.7 59.7 68.7 13.2 44.1 18•3 5.1 Queue Delay 6.0 7.7 0.0 0.0 0.0 0.0 0.0 0.0 �.9 0.2 Total Delay 78.8 83.5 27.1 56.7 59.7 68.7 13.2 44.1 792 5.3 I 2008 Baseline Conditions PM Peak-Hour Gibson Tra�c Consu�tants, Inc. (BJI.] I ^ . J� ,;