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HCM: SIGNALIZED INTERSECTION SUI�lARY Varsion 2 •4a 04-04-1996 <br /> Center For Microcomputers In Tr3nsportation <br /> 4���v����1�������NO�Y�OfY��t�YihNAQ��lY��� <br /> Streats: (E-W) 116TH ST SE (N-S) SR-527 <br /> Analyst: CAD File Name: 5527116E.HC9 <br /> Area Type: Clthar 4-3-96 PM PEAK <br /> Comment: EXISTING 1/24/96 WSDOT COUNT 4:45-5:45PM <br /> xaa�asm� v����anaaama==�vaaa-�r�����-•���•sm -�-sa�aa�aAa <br /> � Eastbound � Wastbound � Northbound � Southbound <br /> � L T R � L T R � L i R � L T R <br /> � ___- ---- ---_� ___- ---- ---_� __-- ___- _-__� _-__ ---- ---- <br /> No. Lanes � � 1 1 � 1 < � 1 1 <br /> Volumes � � 83 244 � 673 112 � 480 745 <br /> PHF ar PK15 � � 0.95 0.95 � 0.95 0.95� 0.95 0.95 <br /> Lane Width � � 12 . 0 12. 0 � 12.0 � 12.0 12 . 0 <br /> Grade � ; 0 � 0 � 0 <br /> $ xeavy venl I z 21 I 11 1 1 <br /> Parkin4 I I �Y/N) N I (Y/N) N I �Y/N) N <br /> Hus Stops I � 0 � 0 � 0 <br /> • Con. Peds � 0 � l0 � l0� 0 <br /> Pad Sutton � � (Y/N) N � (Y/N) Y 11.5 s� (Y/N) N <br /> Arr Type � � 3 3 � 3 � 3 3 <br /> RTOR Vols � � 12 � 11� 0 <br /> Lost Time � � 3 . 00 3 . 00 � 3 . 00 3 . 00 � 3 .OG 3 . 00 <br /> Prop. Share� I I I <br /> Prop. Prot. � � 741 I <br /> ----------------------------------------------------------------------- <br /> Signal Operations <br /> Phasa Combination 1 2 3 4 � 5 6 7 8 <br /> EB LaEt �NB Left <br /> Thru � Thru * <br /> Right � Right * <br /> Peds � Peds * <br /> WB Left +t � SB Laft * <br /> Thru * � Thru * * <br /> Right * � Right <br /> Peds * � Peds <br /> NH Right � EB Right <br /> SB Right �WB Right * <br /> Graen 5. OA �Grean 15. OA 26.5A <br /> Yellow/AR 4 . 5 � Yel].ow/AR 4 .5 4 .5 <br /> Cycle Leng�h: 60 secs Phase combination order: #1 #5 $6 <br /> -----------------------------------------•------------------- <br /> Intersection Performanca Summary <br /> Lane Group: Adj Sat v/c g/C Approach: <br /> Mvmts Cap Flow Ratio Ratio Dalay IAS Dalay IAS <br /> ----- ---- ------- ----- ----- ----- --- ----- --- <br /> WB L 192 1770 0.454 0. 108 17 .4 C 10.1 S <br /> R 682 1574 0. 358 0.433 7.5 H <br /> NB TR 774 1659 1. 051 0.467 50. 0 E 50. 0 E <br /> SB L 491 1787 1. 028 0.275 52 . 9 E 21. 8 C <br /> T 1489 1881 0.526 0.792 1. 7 A <br /> Intersection Delay = 29. 6 sec/veh Intersection IAS a D <br /> Lost Time/Cycle, L = 9. 0 sec Crit'ical v/c(x) a 0.968 `"' <br /> --------------------------------------------------•--------------------- <br /> �3� <br /> Z7 <br />