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• HCM: SZGNALIZED INTERSECTION SU1�lARY Version 2 .4a 04-04-1996 <br /> CenLer For Microcomputers In Traneportation <br /> ' saavmas�a�o�a��vanaaa�p�asv��ss�s���a �m� <br /> Streets: (E-W) 116TH ST SE (N-S) SR-52� <br /> Analyst: CAD File Name: 5527116W.HC9 <br /> Area Type: Other 4-3-96 PM PEAK <br /> Comment: FUTURE 1957 W/PROJECT +3$GF +COSTCO TRAFFIC <br /> �ave�ma�aaa�savaasesa�a�asavvaat��a��-amams smaa <br /> � East,bound � Westbound � Northbound � Southbound <br /> � L T R � L T R � L T R � L T R <br /> I ---- ---- ----� ---- ---- ----� ---- ---- ---- � ---- ---- --__ <br /> No. Lanes � � 1 1 � 2 < � 1 2 <br /> Volumas � � 85 260� 762 115 � 514 836 <br /> PHF or PK15 � � 0. 95 0.95 � 0.95 0.95 � 0.95 0. 95 <br /> r�ane wiatn � � iz. o iz. o � ia. o � iz. o iz . o <br /> Grade � � 0 � 0 � 0 <br /> $ Heavy Veh� � z a � i i� i i <br /> Parkin4 I I �Y/N) N I �Y/N) N I �Y/N) N <br /> Bus Stops � � 0 � 0 � p <br /> . Con. Peds � 0� 10� 10 � 0 <br /> Pad Button � � (Y/Nj N � (Y/N) Y 11.5 e � (Y/N) N <br /> Arr Typa � � 3 3 � 3 � 3 3 <br /> RTOR Vols � � 26 � 12 � 0 <br /> Lost TiIDe � � 3 . 00 3 . 00 � 3.00 3 . 00 � 3 .00 3 .00 <br /> Prop. Share� I I I <br /> Prop. Prot. l I 741 I <br /> ----------------------------------------------------------------------- <br /> Signal oparations <br /> Phase Cambination 1 2 3 4 � 5 6 7 8 <br /> ES LePt �NB LePt <br /> Thru � Thru * <br /> Right � Right * <br /> Peds � Peds * <br /> WH IaPt * � SB LePt * <br /> Thru * � Thru * * <br /> Right * � Right <br /> Peds * � Peds <br /> NB Right � EB Right <br /> SB Right �WB Right * <br /> Green 5. OA �Green 22.OA 18 . OA <br /> Yellow/AR 5.0 � Yellow/AR 5.0 5. 0 <br /> Cycle Length: 60 sacs Phase c�mb3nation order: �1 �{5 �6 <br /> ----------------------------------------------------------------------� <br /> Intersection PerPormance Summary <br /> Lana Group: A3j Sat v/c g/C Approach: <br /> Mvmks Cap Flow Ratio Ratio Delay LOS Delay LOS <br /> ----- ---- ----�-- ----- ----- ----- --- ----- --- <br /> WB L 206 1770 0.431 0. 117 16.8 C 7 . 7 S <br /> R 892 1574 0.277 0.567 4 .4 A <br /> NB TR 1231 3693 0.776 0. 333 13.9 H 13 .9 B <br /> SB L 715 1787 0.757 0.400 13 .2 S 5.7 B <br /> T 2947 3762 0. 314 0.783 1.2 A <br /> Intersection Delay a 8 . 7 sec/veh Inta=saction IAS � B <br /> Lost Time/Cycle, L = 9. 0 sec CriticaT v/c(x) = 0.720 � <br /> ------------------------------------------------------------------------ <br /> zs�zl <br />