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

ILanes, Volumes, Timirgs 2: 112th St SE & SR-527 Silver Lake Center � � � � � '- � � t � `► 1 � f Lane Group EBL EBT EBR W2'_ WBT WBR NBL NBT tJBR SBL SBT SBF I Lane Configurations ►� �' � � 1• �f�f 1'A �f 'F? � Ideai Flow(vphpl) 1900 1900 1900 1900 1900 19U0 1900 1900 1900 1900 1900 1900 I Storage Lengih (ft) 0 120 25 0 400 0 50 125 Storaye 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 3.0 4.0 Leading De?ector(ft) 50 50 50 50 50 50 50 50 50 50 I Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Turning Speed (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 � FR 0.850 0.927 0.977 0.850 , Flt Protected 0.950 0.976 0.950 0.950 0.950 Satd. Flow(prot) 1698 1744 1599 1770 1727 0 3400 3424 0 1770 3539 1583 Flt Permitted 0.950 0.976 0.950 0.950 0.950 � Satd. Flow(psrm) 1698 1744 1599 1770 1727 0 3400 3424 0 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 168 33 23 208 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 Link Speed (mph) 30 30 30 30 Link Distance(k) 100 491 429 355 I Travel Time(s) 2.3 11.2 9.8 8.1 Volurne (vph) 381 131 503 153 88 83 347 533 95 72 626 252 Pe�k 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 HeavyVehicies (%) 1°/a 1% 1% 2% 2% 2°/a 3°io 3% 3% 2% 2% 2% I Adj. Flow(vph) 410 141 541 182 105 99 381 586 104 77 673 271 Lane Group Flow(vph) 268 283 541 182 204 0 381 690 0 77 673 271 Turn Type Spiit pm+ov Spiit Prot Prot pm+ov IProtected Phases 8 8 1 4 4 1 6 5 2 8 � Permitted Phases 8 z Detector Phases 8 8 1 4 4 1 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 Split(s) 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 20.0 Total Split(sl 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'/0 16.7% 16.7% 16.7% 16.7% 0.0% 16.7% 50.0% 0.�% 16.7% 50.0% 76.7% I Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 16.0 56.0 16.0 56.0 16.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 AII-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 f Lead/Lag Lead Lead Lead Lag Lag ; Lead-Lag Optimizc? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 �.G 3.0 3.0 3.0 3.0 3.0 RecallMode None None None None Nune None C-Max None C-Max None I Walk i'ime(s} 5.0 S.il 5.0 5.D 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.J 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 I Ac? Effct Green (s) 16.5 16.9 36.8 15.1 15.1 15.9 60.0 14.1 56.1 73.1 Actuated g/C Ratio 0.14 0.14 0.31 0.13 0.�3 0.13 0.50 0.12 0.47 0.61 v/c Ratio 1.12 1.15 0.89 0.82 C�.fl3 0.85 0.40 0.37 0.41 0.26 � Controi Celay 141.6 149.8 46.0 78.7 69.5 69.P 20.0 47.4 17.9 5.9 C�ueue Delay 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.9 0.2 Total �elay 141.6 149.6 46.0 78.7 69.5 69.0 20.0 47.4 18.8 6.7 � 2008 Future Conditions with Development PM Peak-Hour Gibson Tra�c Consultants, Inc. [BJL] i � " ,i�;