11419 19TH AVE SE LAND USE REVIEW 2016-01-01 MF Import

HCM: SIGNALIZED INTERSECTION SUI+Il�fARY Vareion 2.4a 04-04-1996 Centar For Microcomputars In Transportation • �..��..�� m�� Streats: (E-W) 116TFI ST SE (N-S) SR-527 Analyst: CAD File Name: S527116F.HC9 Area Type: Other 4-3-96 PM PEAK Comment: FUTURE 1997 W/0 PROJECT +3$GF +COSTCO TRAFFIC �� z�-ffi � � Eastbound � Westbound � Northbound � Southbound � L T R � L T R � L T Ft � L T R I ---- ---- ----I ---- ---- ---- � ---- ---- ----I ---- ---- ---- No. Lanee � � 1 1 � 2 < � 1 2 Volumea � � 85 251� 752 115 � 505 826 PHF or PR15 � � 0. 95 0.95 � 0.95 0.95 � 0.95 0.95 r,ane wsat.h � � i2 . o ia.o� ia. o � �a. o iz. o Grade � � 0 � 0 � 0 t Heavy Vehl I 2 ZI 1 1� 1 1 Parking � � (Y/N) N � (Y/N) N � (Y/N) N Bus Stopa � � 0 � 0� 0 . Con. Pede � 0� 10� lU � 0 Ped Button � � (Y/N) N � (Y/N) Y 11.5 s� (Y/N) N Arr Type � � 3 3 � 3 � 3 3 RTOR Vols � � 25 � 12 � 0 Lost Tima � � 3 .00 3 . 00� 3 . 00 3 . 00 � 3 .00 3 .00 Prop. Sharel I I I Prop. Prot. � � 74 � � ----------------------------------------------------------------------- signal Operat�ons Phasa Combination 1 2 3 4 � 5 6 7 8 EB Laft �NB LePt Thru � Thrtt * � Right � Riqht * Peda � Peda * WB Left +t �SB Left * Thru * � Thru * * Right * � Right Peds * � Pads NB Right �EB Riqht SB Right �GTB Riqht * Graen 5.OA �Green 22. OA 18.OA Yellow/AR 5. 0 �Yellow/AR 5.� 5. 0 Cycle Length: 60 eeca Phase combination order: #1 #5 #6 ----------------------------------------------------------------------- Intorsection Perfor.nance Summary Lane Group: Adj Sat v/c q/C Approach: Mvmts Cap Flow Ratio Ratio Delay IAS Dalay IAS ---- ------- -- ----- --- WB L 206 1770 0.431 0. 117 16.8 C 7.7 B R 892 1574 0. 267 0.567 4. 3 A NB TR 1231 3693 0.768 0.333 13 .7 B 13 .7 B SB L 715 1787 0. 744 0.400 12 . 9 B 5.5 B T 2947 3762 0.309 0.783 1.2 A Intersection Delay � �. 6 sec/veh Intersection LOS m B Lost Tima/Cycle, L - 9. 0 sec Critical v/c(x) � 0.710 ----------------------------------------------------------------------- Z4/�