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C M 1, <br />Si C, ICED <br />INTERC,C T I rj N'S <br />REPORT <br />-;f- 4. -X- <br />I rJ T E RS E C T 10 <br />N C R B 2.' A i RV <br />I El,J <br />AREA TYPE.. <br />0 <br />ANALYST. <br />J D Hi 3 RF <br />DATE. . . . . . 9 <br />T 1 <br />-COM11ENT .... .rc�,7, YOLUMES <br />-------------------------------------- <br />WITH ROSED"LE M R ETFL"^CL- <br />--------------------------------------- <br />VOLUMEES <br />E P. <br />WE; ND <br />SE? <br />I <br />r-DEOMETRY <br />LT Rar <br />,J <br />10 100 <br />280 <br />E B <br />L 1 0 <br />WB N B <br />TH 410 <br />.L- /00 <br />805 <br />T 1 0 <br />12- 0 L <br />RT 115 <br />200 <br />"o <br />T <br />TR <br />1 0 T 0 <br />I T <br />n <br />1.2.0 <br />RIR 2) 5 <br />2 c5i <br />0 T I-.).o TR <br />17. C, R IL 0 <br />J.-.0 <br />------------------------------------------------ <br />X- <br />12.0 0 <br />1 2.0 <br />ri <br />'-R"-DE <br />H".) <br />f::k'G <br />7 ------------- <br />-.j <br />ADJU - STMENT FACTORS <br />M, <br />A.DJ J <br />v / N <br />*,. *1 1 1 Nm <br />US ES r`+ - I F F E'D "D. <br />I- L- 1. i A R"R <br />N b <br />TYPE <br />E An-' 0.00 <br />-7i <br />�!-. 010 <br />N 0 <br />Y / <br />. I m i n T <br />Wi? 0.00 <br />C. 00 <br />N 0 <br />Z]. .70 <br />1.21 y 2 --7 5 <br />B.- <br />N <br />ouoo <br />2� 0 o, <br />0 <br />0. ?0 <br />10 <br />Y -7-7 <br />0 <br />i :,-:j 01.00 <br />2 . r0 0 <br />N 0 <br />ell - CF- 0 <br />'7- <br />i 0 Y <br />------------------ <br />------------------ <br />X- 0. 1?0 <br />1.0 Y <br />F*F1- I P U <br />I I A:- <br />S I T <br />IGNAL '::),-7TT T: f-, <br />Fj A.1\1-- <br />F',4-4 <br />- ------------ <br />CYCLE LENGTH-91D� <br />.0 <br />EB LT <br />x X <br />PH-1 H - P F I <br />PH-4 <br />TH <br />x <br />L T <br />v <br />RT <br />x <br />T.H <br />x <br />PD <br />x <br />RT <br />x <br />WE) LT <br />PD <br />TH <br />x <br />x <br />S Ej LT <br />v <br />A x <br />RT <br />x <br />TH <br />x <br />PD <br />x <br />RT <br />x <br />GREEN 10. <br />YELLOW <br />21 -.)-..).g <br />-- <br />0.0 <br />F'D <br />0.0 GREEN <br />x <br />---------------------------------------------------------------- <br />o 3. o <br />0.0 <br />0.13 YELLOW <br />.-..5 <br />7.o 41 . Iq 0.0 <br />0.0 <br />7 o 0.0 <br />0.0 <br />LANE GRP. <br />y /C <br />LEVEL OF SERVICE <br />----------- ------ <br />1* <br />E B L0.040 <br />ku 0 4 0 <br />G/C <br />0.401 <br />DELAY LOS <br />--.). = <br />APP. DELAY OPP. <br />I-C)E, <br />TR <br />0.664 <br />0. 2- c5 4 <br />1 �j B <br />6 <br />1'P. 4 <br />WB L <br />0. 5-1�11:� <br />0.401 <br />20. c <br />17. 1 c <br />TR <br />0-547 <br />0.54 <br />2.3 <br />19 <br />1,(3.--. C <br />NB L <br />0.082 <br />0. c5j -3 ? <br />- <br />71.8 c <br />-7 <br />T <br />0.49S <br />0.460 <br />8.1 <br />11.4 B <br />SB <br />0, 9 10- <br />4.7, A <br />L <br />0. 04 <br />0.5- <br />8.5, <br />TR <br />0.662 <br />0.460 <br />Iq <br />10.7 <br />B <br />---------------------el <br />------------------------------------------------------- <br />F, <br />!NTERSECTION: <br />ay <br />D(sec/veh) Y/C <br />= 0.605 LOS = B <br />