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<br />.2/0~/93 15:36 <br /> <br />'5'612 ~55 325i <br /> <br />~l.'\ DOT 5T CLorD <br /> <br />[Q 00-1 <br /> <br />HCS: Signalized Intersection <br /> <br />Ver'sion 2.1 <br /> <br />3 <br /> <br />e <br /> <br />::======~=~=~=====~~=~~=~======~=~~:~._~~~~~~~~~~~~~~===~==~=~=~=====~=== <br /> <br />Streets: (N-S) th 169 <br />r-Hlalyst: <br />Area Type: Other <br /> <br />(E-.I^,) sc hDO 1 st <br />File Name: WCHDATA.HC9 <br />0-0-0 <br /> <br />-----------------------_._-_._-------_.._~----------_.-~---~--------------- <br />--------------------------------------------------~--------~~.,-~~~-~-~-~--~_.- <br /> <br />Capacity Analysis Worksheet <br /> <br />~_._---~---~_._----------------------'---------------------~~~-~---------- <br /> <br />Oi. r-e.!c- Adj r~dj Sat Flow Lane Gr-oup <br />tionl Flol'" Rate Flow Rate Ratio Green Ratio Capacity vie <br />L n(~l-p (v) (s) (v/:"-: ) (g/C) (c) Ratio <br />----- --------- --------- -----. .....---y...-.--......-........ ...... -... ......-. -......... - -... ..- "-' ........-...............- <br />NB <br /> L 537 -'-12 ().16~ 0.234 '174 0.694 <br /> ..:>..:;... .... <br /> T 2190 5,WO O.'~ 06 0.494 2665 0.622 * <br /> F~ 77 l530 o . O.~'O O..!j9~ 755 0.102 <br />S8 <br /> L 142 1710 0.083 0.104 3.78 () . "199 ~: <br /> T 695 :$600 r,L 19::- 0..325 ,1169 0..595 <br /> P 1.t3 .15:5 () 0.07"4. 0.::525 L6'" 0.227 <br /> ... <br />EB <br /> L.pe nn . 94 <br /> L.Pr-ot. 154 1710 0.090 0.091 155 0.991 * <br /> T 196 1800 o . l()t~ 0.l69 304 0.645 <br /> l~ l40 1530 0.092 0.169 258 0.542 <br />liJB <br />e Lperrn. 66 <br />LPro1: . 0 171.0 0.000 0,.091 155 0.000 <br /> T 246 1800 0.137 0.169 304 0.809 :I: <br /> r~ 75 1530 0.049 0.169 258 0.290 <br />Cycle Length. C = 77.0 sec. Sum (vis) cr':i .t'i c:a 1 - 0.7.1.5 <br />Los.t Time Per' Cv(.:le. L - 6.0 s~:-(;: . :< c:r',i. tical .-. o. Ti'6 <br /> <br />~---------------------------------------------------------------------.-. <br /> <br />Level of Service Worksheet <br /> <br />_._-~-~~----------------------------------------------------------------.-. <br /> <br /> Direc- Delay Laile Delay La.l1e Lane Delay LOS <br /> ti~':ln/ vie g/C Cycle d Group d Prog Gr-p Grp By 8y <br /> Lnl-;I~p R,'ltio Ratio Len 1. Cap 2 Fact Delay LOS P'Pi=> App <br /> ...---.-- - -..-. -"- ----..- ----- ----.- ----- .----- ----- ----- ----- <br /> NB ..;.' <br /> L 0.69 o _ Z~::;4 /7.0 2:0. !:> 174 1-9 J. . 00 2'./..4 C 1..5.. (, C <br /> T 0.82 0.494 77_0 12_6 2665 1.6 1.00 14.2 B <br /> R 0..1.0 O_<::l94 77.0 7-9 7.5.5 0.0 1.00 7.9 8 <br /> Sg--- -.-- <br /> L O..SO 0.1.04 77..0 2.5..6 1.7.:3 .1.4 .. 8 .1... 00 ~O...5 E 20..3 C <br /> T 0.59 0.32.5 77.0 1.6..5 1169 0.6 1.00 17.1. C <br /> H 0.23 0.325 77.0 14.4 497 0_0 1.00 14.5 8 <br /> ES <br /> L 0.99 0.260 77.0 21.6 1:;1; r:,..... ~ .1.00 74.L F 46.0 E <br /> _..!...o <br /> T 0.64 0.169 77.0 22..7 3013 3_2 1..00 2.5..9 D <br /> R 0..54 0.1.6.9 77.0 22.2 258 1.8 1.00 24.0 C <br />e 1,,18 <br /> L 0.00 0.260 77.0 0.0 155 0.0 1.00 0.0 I~ 25.6 D <br /> T 0.81 0.169 77.0 23..4 304 10.2 1.00 33.7 D <br /> R 0.29 0.169 1'1.0 21_3 258 0.2 1..00 2.J. . 4 C <br /> I nter::-.ection I)<::~ 1 ay - 21. J. (sec/',,'eh) I ni:er'sec.tlon LOS - (~ <br /> _._----_.~..~--~._._~~-"--~.__.__._------_.__._-----------_._--~-_._._--~-_.__._--_.._._.__.~-..~..- <br /> r(~ <br />