U .| \BH.. .1 Can 3.4 . I .- .- \IvnV-v. ' A I . u ‘ x.» . 1 4 D : é . . ‘ n -.I n . _. . .- \L. I. - x . ,. ._ . ~ .2- . 3 - IL._ _ . . .. . w . .- . a .. Q. . . w 1‘ . . k (:V a u L s ‘ , .u . A 1? \ . J 4 ‘— . w -. n In. - , u m f: .. . .V . .. . q, 3W3." 4;, ,7. ‘5‘,“ '3‘- "NM? “C's.” . ‘: "vol Waitiywu'3y8 ' , "":L - 4433: frfit; .w .30.? i UL,- : ‘ "N” -.. ’3' $3 "W" 'FI’WLL‘?“ 52?? fifwflgg“ 7’75”!” ’ «3" “‘5 gig: . '-'¢4"- A .' ‘ fi‘qu f)?o‘€ x F W. "3 %P}% "31'3" 112‘1‘ ‘ . “.9" . a y" n 3".;{‘ {3mg 1"! .I'l‘ . V9 4: ”it" is g f {9“ w 2‘ 13‘ g- ”‘rfim 1.24:?‘4 , 1&3 N) z . W's?“ “ . 1.1% "r L'i‘.” iL - 151‘ . WU”: ~l .'.,‘ . {*‘I j Mf+‘:'; 5": fir¥:". 4' u,"{.' v Qtlf“ -' y ' I '- 3* 4.. ‘r‘ a'- «9"‘2' 7 ‘4; - him; ..2 . “mam; =1 :u‘. ‘ JJ } V.&'xj 1"?;_.:. cilafim é'h . ’8‘ - ‘3, W x; . . 2 . (“54' 43" .' 'v (1’2“? ‘3‘3‘ 3??" ”63“ A 'n ‘ 1 '3” ‘ J. /‘ ff 5‘ . .,\I c. “Lyn-01' v .0. 'Lr'r. .. 3? H ‘~.'fi'~{‘-.'-'-"’-:¥‘~'“*W21-12::1 4‘» " s'. - ;' ...:~~-+%+2Le€’r;4£~ 3332f??- LLML” “m L; —\ J" . : s "I _%‘..4‘ V~‘ ‘ .n if ; ‘- L .-. ~;r- n - o 5",“ “x“ }? nidw Q}VJ'A§*+: ’.. £2.01. kfi’j..ql~$fi."gfl.;{c ‘ "LL LL L. W. “I-‘i’fwl'trlfll' 'g :31‘¥;?46J!’:Y;:3 q}. 1 .. 4’41 312‘.’ k‘. :; I. '1 ' ' o. " .1 'p‘ I No. It .' V -_- d » J -— o 1399.. ill"; ‘1’5'3" ”V P I v. ""3 ”’4‘ )‘n{"(&'~ fl! °- :' “ -. . A; --f"';Z-‘ ~ --. a; -' Lw-«Lwa 3M; ~'-~‘: My 4% -.- W?“ 5:351 W": L: ; ,-‘ ;-. MLL - H-‘.'_'f.- ‘ V‘\‘3‘:_;. ’ .1. ‘ .. ; %"1;L'-i > ' ‘3 J K 'H A ~. Q. .- ’ (i . .:1“’n‘l '} f .. “hf“: "~.y\{AKW (“I V. ' ‘ “flit. I‘» J «(1 312,; 52% a; ,, U L ik-é‘ui-p . ; , 4..“ . ., ' ' . L'J'W «é ~ 4 _.-._.'~"‘,¢’.',~(<#‘UL%’§I a . Jr- v, » .I-‘ “'3‘ 1‘ ;;?L .{;(;-‘..‘:;u "Q 1;“ ‘3'); ”"V 133?}: “fit I- . ' .,'7: ff. , 6 “(5:1 «.‘3 3% hall}. ‘4. . I-.'..-._",.{? " ”fir" F7 L r - ' ~' .' siftiel .. .; muuhfizk - flat!) at? $ '49:"? ”fl”. ‘ ' - » "v I l\ |x Wyawfl‘ AME..- FOR 31:11.51. 11) b'lf'iiL'ZJ..-‘ Ala) mm; 1414111.;i...;l'i";'lfl RISILE‘ZOAD Lvnsinj, Kich. A Theeis Submitted to The Faculty of IlchiQan State College of Agriculture and Applied Science by Nelson Ci Jones and Clifford I; Denton $1; M Candidates for ucgrecs of Bechelor of Science June 1951 g-AJ Fl " .1": ‘ 101! F] 5.1 APSE L: he wish to ex Pesv our ”)649015t10u f)? the advice, Cir-etions and criticiawg of Professors C. L. Allen and C. A. Lille? concornin the rroblen A.) $30 ellcfuiritearch . falcon C. Jones Clifford I. Danton 100214; INDEX SURVZPJ'I ---------------------------------- ESIGI‘I -‘ ----- -------~ -------------- o--—- Superstructure ------- ---------- ----- Abutment ------------ ......... -------- Wing Wall ----- -------------- --------- Grade - --------------------------- ---; COST ESTIMATE --- ----------------------- - CONCLUSION - ------------------------- ---- GQQOSWC'J TIE PROPO 0’) a > ”U '33 C) L. a] C) *3 fit the fresent time, with automobiles becomin; more and more numerous, 3 sfle sop rations are essential in eliminntin; eccidents and traffic holdups. fihile at urescnt n sewerstion at the intersection of Shepard Street and the Pere Marquette Railroaa is not necessary, we think that it will be in the near future, due to the fact that trains cross the street at high Speeds and at a considerable angle to it.‘ Also the tOpOSrsphy of the ;round is such that it is impossible to see but a short distance in either direction. The site is of a nature that would make the elevation of the railroad very expensive, while the raising of the street woul; be confarntively easy. For this reason we nroyose to raise the street above the rrilrond grnfie, securing all of the necessary clearance in this manner. 0L EiVEf A point on the certev-line of Shepard Street iron 2 section corner and used as n noint of Beginning Ior our survey. The line was run ue‘n t'e cegter of Shepard street, using nails an: a n s rnsqers to mark tie stations. I.’uilriin;:;s, trees, an“ ot‘t'ier teeo, Patr‘fic A! -c .r ' -. ‘. n y- u \ fl' . — - .~ — -. , - . - ,-- -' .9 --~! fLCL ‘LJ'Iaglaleg \- 01.10 0. PCS}- 'sLé-L'y .L'JU:!-1.Je{'- 1'0 J-li:)l- £10 l.»e~4{.L—'..le . S‘ 01-..- ‘ i.x- ' .o ‘ ‘n‘. ec:.re3J in L.L JLLfil GOMQULRLlUuS. ;wW”iles of the erd (tract, the rnilrunu, end chielcs were taken, USlTS s canvéwient ceflcret; corner ,ost for a bench n=rx with an sssuned 016V? ion of 5u0.00 feet. Tue work Hus later checked by means of an ther bencf mark, namely a fire hyfireut, on the other end of the line. Cross—sections were taken of Lhewsrd Street and Shields Avenue at every one-hundred foot station, and at all breaks in Qrsdc. {- ‘J 5/14, f/rc Hydrant Q eé® Sta. 00*76 fl. 5 00 RE. 51:). /0r0L @ \\ ‘ \ ‘ \\‘ “ - {Fire v £3 33> “ \ \ \\ ‘ \ 49 EM 70/90 § § \‘\ § ‘59 § Q Q i \ \\ § S §§ E R Q i Q §\§ _ljydrant5td.9*39‘fL5_/Q'7Z 9/” ‘\\§% \§ §§ §\§\ \\\\§\§§\§ 1/4 \ § \ \ h \ \ \ l \ § \ \\ \ \\ b \ e \ /’/ / / \\\§ \\ \\~ \\\ “Q \\ {9 ®\ tfi Q \\§ \ \51” /§ \ \\ \ \ \ \\ \ \ \\ @ e \ . (g; 1 83 0 @@ fig @ 831 69@ @ t 6' - ,-.-- 1 _ -_ 9 J ‘ . 5HEPAPD \ L E O V O C Q \ T O O L - \\ , 1\ \‘K \V 63:19 @139 \“ § 4361153963 {9&9QWCDQGBQ? @639 S mm E S S m g 4299062993 @963 463116943 /, 11.1 b \\§ \\Q RE § $§ § Q§®%OQ@O€3@Q@ ; / \ \ \\\ \ \ 9 _ Q3 (.29 a (B @633 541/4 =5t0. 00+00 on 5hIe/d3 AYe. ? g (9 QB ///,’ \5+35.6 PB.~7.9£9 W0)” NW. Cor. of 58C 22 N___Q_7'E Trans/t Line Bear/r29 300,33 W. Bear/n} or) 2?. 573° 25’ E $40 #00 2+00 ~3mg “4:03 -- ,wn _ _ - V . _ “1335001 1--.---- __ _fl ~-¢~—:91~0—.0—m1~-———1 /0*100 1 * __-_ _ ___--__-~ , f 1 1 [C171 : 1 1 1 1 1 1 1 1 ' ° 7 2 , ‘ 1 -._____. __- 1—.-." «—-——- 7 —- 1 f 1 1 j I ' 1 1 _——' ' f:::_i i1.“- ‘ H 10/119 DSTPQO /L 1 1 1 '0 1 1 ' 1 -1 _- -—.-' ' ———>-—-——— —— ‘1 ___.” "" ~1——+-—-—- -- -- - 1 : . 1 . 1 ; , 1 e 1- _ _, 1 __4: :2: :— l "‘1 I ’ 1 1 = 1 . L r 1 1 1 ‘ g ‘ " 1 i; ' --- 1 ‘ :::1‘ 5/5 1 -- —" 1 1 %_ ----1-~—-—1o——~-~'~ ~ * ' T 1- - 1 ~- _ _ - —§ 1;:- +——-3ta-1 f——. W1 ; ‘ * 1 ‘ g a 1 1 —— ~ : - : 510 “1%”- 13%;; _ f 21:“ 5/0/61 ' 1 1:19. rum: 1 - 1 1/59. 61/2th <1;- 1 _-_ 1 1”“:71‘ 74001 ” 14.9923 // 1 ._5___._za [gen 1 1 .356- 1 f/ev» 1 --—-—--1""" ”- ’ "i ~ _— ‘1 '“ - 1 1 ' ' -4t55 - --__15/4449-_-___1 5475.11, , 515.54-.. .. 1- x 1 1 505 1425' 4.49434 r"1* ‘1’ 1 1 1 ~ 1 . 1 1 _Q: 1,}; 1500 71 /1/ 4+9}.( 1575 03 1 1 548.11 5/4. 44 1 . 1 1 1 1 - «1 1 :1 - 1 1 '15 // 1 1 75%! 15/5518. ; 1 16+03-1 575-03 1 1- 1 1 __1 _ h _ 1— ’— -—. HMfl "WW- *-"*"— — 1- — j 1 1 — 1 1 1 1 1 1 I ' l 1 1 1 1 1 , __ 7 .- »_ 1 _ _ , - . - 1 1 1 1 1 1 1 1 1 1 1 _ _- --._ .-----_ 1 - 1 -- 1 A 1 -. 1 1 1 . 1 1 1 1 , - , 5 * ' ; .- ---_-3v.£d1.cu.ey£1 - L1,... 1_.- ___--1---__-_1 1_---1_-11__-_1 1 1 1 Q A f , 1 -—-_~ 1 2 aflg-gk/x—M 154.1 a... , 1 1 1 1 1 1 1 1 1 e 1 1 -» 1 ~_1 .~ 1 1-----.. » 1 lad/m 1 - -~ + 3’3": £65313 1 1 --—1 + " ""1 “ 1 1 1 1 ~~ 1 1‘ - ‘ * 1‘ ‘" 1 1 , .‘51 "1 1 1 1 1 1 1 : ~ . 1 :1 \\\ 1 i 1 #00; 5/440 1 1 1 1 1 1 1 1 1 1 -- I J ¥ f \1 4&7 1--__-_M5 1 5/377U1i- __-1-.--_ l--.1...-.-_.....1.__.__-_1i- 1+- - m __ -1 1—- 1 1 Q 1 _1 1 _ , 1 1 \ 1 ‘1\'\1\ 1% rad ? y+501 5/290 ' 1 1 1 1 1 1 1 1 __ i ‘ 1 ‘. . - 1 - 1 1 e 1 1 1 1 1—- ——1—— --. -1~~--~-~-~~T£JJLPIX2E3fi0M€ - r,- 1 1 1 1 1 1 1 1 1 i 1 1 ': ‘ a -1 1 1 ._ 11 _--1____--_---_;--_--1-- __.-_._.__-___ ..... 1 01:1 - .——— - . ‘1 ' 1 a 1 1 z 1 1 ‘ z . {mt-H Hg) /H( fit/7‘1 T011! 1/.-- 1 1 . , 1 1 1 2 1. ‘ E 1 i M ; ; 1 (J 5‘ ) )0 J 500 MEL?- FZQO' /1_ F - 1 1 .1 ’1 1 1 1 . 1 Qta 4100 on €147" —Qta. Qf56.6 an '14:; 1 .1 -146’HEIF1‘ 2,12%“). PLE- ' — - _ 1 ‘ 1 1 1 1 1 ¥ 1 1 1 1 1 1 1 . . 3 i 1-.---1_.___-----.._._ __ ‘ 1 1 1 1 1 1 : 1 1 1 1-11-1- 1 1.911131 -. a; ‘ 1 ' 3‘th .00 an Wjeno’1 1 ' 1 '. 1 1 1 1 ‘ . 1 1 1 1 1 1 5 41 1 1 1 l 1 - 1 1 1 1 1 1 ' .1 1 I 1 1 1 1 p __ 1 1 11 L 1 _ _Q 1 1 11 1 1 . 1 ' 1 1 1 1 1 1 1' .. - . 111/ I ‘1 331. . ' -3(:AQL£.J13 111 1 1 1 ' 1 ‘ ". 1 I 1‘ ’ 1 : .: 1 . Jim! W N104 ;1 1 1 1 1 ‘ L 1 1 1 fl 1 1 Q Q L : g .1 ' ' I ; 1 -' 1 L 1 1 1 1 ”:91 . 1 T 1 1 1 r r v v ~ 1 Y' 1 1 _1 f . Y ~(‘ ;1’1) D I GN Super-str‘mfipra. 1‘ l“ w 1‘ ,- ‘1‘- . “3 uqe .leL1fiT “Let the “is? 9‘” ?*ifet OP girders 0" “hi 16". we. ‘nhz‘ ‘5‘ q nun"? § [Ir JV L1 L ’ ..t, 1‘0 ..4‘ J. U Eek e ‘D: (JR—lg- . ‘-\ I f. ‘ ‘C‘ ' 4’ I" To 01114-111 u 1-3 moose . ,,_ 1 . .un .- v::;s necossmq, awe L.) 0.10 11:3.ng '.:1 n- 1- . . 1 1 .2 - .!.. z; u» ILMDu synfil. Ils'tle s.JM3eu a thiray foot roadway over the Y r I e l_hway fer this floations f‘. (.g lateral clenfiuuce it P; e of crossing, to use V :e 4‘ was 50 feet Tl< u ed ) :- Je, brigge, tltl five-feat leQWHlks on each side. '1'110 Hort 11‘. W ‘1“ 39.1 t We- rm" f * (“r-$211111" ,111? seewed to be the 3143 ard g'rder, 3%? sq this 'ns 1S“§. “th, fr» t'e s eciflcetions me deterniuefl L50 folld'ing, lrsiie filrlers 21 inch 9E lb. CarneQie T Ilene-s 91.11.2006. at 4 ft. 8 inuhes. tside Girderu 81 inch LJ lb. Garneuie This give a total w L) between outside girfiers, The waving slab was taken as 6 hichigan State Riphway reinforcevent. made of cencrete slabs 14 inch the bridge 0? 11 inc es. '711-311 ffhm1vcruéirqg :nsr1- I-Beans s 8091 at 4 ft. 11 inches. '1 1 () L4 101th of <1 1:. 11135103 .. .. ‘~ I x - as u;‘le 1>r o r purgoso. ' ‘.‘ ‘ ,‘. J... ' 3 irmy‘es ‘twwtzt, zg;tH.:>Lear arm; The sidewalk was U a curb on was 5 inches \1 L thick at the center Mud 5 120309 bin‘ of the "w“b, the crown beind of parab*lic forfl The fwcia detal"u PMa b lustrnfln were Beaurdin; to T’1::"11__nn State Fl hwny Stonucwflfl c of 5/5017 E / 7 ’6" (“‘1 L 36 9@/2=€0 Nor—46 ’ ? - — - - — 7% T‘ Inger beams are ‘ 2/' $8" Carney/e B l y - - - - - ¥ [Pa/Z I ng and pllaster details amp/7mm; ,, - , according f0 l‘lS/i spew/[ca flona 0'6'3'4’73‘" " “—6 ' Proms/on far [ZS/l ‘ PART ELE VA T/O’V 5900/75/00 jomt / ‘ - - - - -q— l7’6" ' .r‘ _ _ _ _ q / , ,, D/aphrams I l2 0 /0I6ux4’/08p \N ‘ ’50 ' coronagcand —--~———- — — - 9— 5 Ofl—fl {a a" parabolic crown rwdway. . /1////1/j///x/l/Il// 1'17] 111 1/1111/llllllll/llli’A/l/ 1/45’ ‘C/A/AC/A’Zgzlf 5: CC; 27/ '42er NOTE: BR/%£ 5YNE7—R/CAL " " ' ' ‘ ‘ V ‘ ' ‘ ” ' T " ABOUTBOTH CENTER LINES . 3° gutgr 960/775 are .. . .. .. . /" / ~—4'//’—+—¢a +46 —-k—4’c3 14? 5 Car/’69 6 2,3» PART Pl. AN Fbcza details according flu/‘15.”. Jpcczficat/ons CROSS SEC r/ONA 1. WE W N0 n: : REl/VFORCfME/V 7' IN THE FLOOR- SLAB, PA wxvc .51 AB AND RA IL INC PER as. H. JPEC/F/GA T/ONS SUPERSTRUCTURE DETAILS SCALE I"== 5’0“ Abutments. Specifications- Allwnahle soil wressure = 5000 lbs. Coefficient of friction of concrete on earth = .6 7t. of evrth = 100 lbs per an. ft. 't. 0f afivcncte = 150 lbs ror Cu. ft. 35. fluid wt. = 25 lbs per Cu. ft. Concrete = 1500 lbs per Sq. in. fc = 600 f8 = 16,0U0 Unit bond stress \qulsin = 60 lbs per 3%. in. For deformed bars = 75 lbs per so. in. Unit sgcsr = 50 lbs. n = 15 18 feet allowed for clearance 5 inches allowed for exgansion jcint ( .S.H. snocificntions) Denth to bottom footing = 4 ft. 18 inch counterforts s seed 8 ft. on centers will be used. (4 ft. + 18 ft.) - 5 inches = 21 ft. 7 in. Dead Load Railing detail 52? lbs x 55 x 2 = 22,150 lbs. CD DGCIC S ab 4.20 Paving Slab 50 ft x 35ft x l/5ft x 150 lbs = 52,500 lbs. ft x 35 ft x 15/24 x 150 lbs = 120,85n lbs. Sidewalk ”.75 ft x 35 ft X 150 lbs = 55,400 lbs Girders 8 x 55 x 32 + 2 x 55 x £1 = 52,780 lbs Diejs‘nrrr‘fis 14 at i: cu.jt.= 14 X 2 X 1530 = 4,200 lbs. TOTAL 263,555 lbs. “88,525 A x 45.5 = 5086.5 lbs yer h-' Lincsl Foot. Live Load- 595 + (13 x 17.5) = 310 lbs Per lineal f‘ot (V.S.H. s ecificetions) Vertical Hall h = 271. 538 From table Art. I Kool Vol. II t/h Length of base = 14 ft. nise shove footing = 19 ft 7 inches = 19.53 ft. \ zressure = 19.58 x 25 = 4E0 lbs/sq.ft. w/z/lO Free swan = 6.67 w-o I! 10 d = v. ' 2:712)... = . h; .. Thin the l t, ‘3 in. in ’-"i\“1‘~'~'nf,7 ."WUG'Jlf'l'EFVti'fl‘t‘ 3,1? «file. N = 410 v 8.37 9190 ft.lb/To t of V1 th Then As = .UH67 x l? X 8 in.= .04 sq. in./fo't "14th. ;nc¢ing at 1/4 ht. sz 4/b = 8 irches, st:]¢@31rt. (‘ a) ._ 1L 9.- -1. ,‘ _ r .(I, fig, V X...’ " -..o » ..L- ~J ‘L‘J- 0 “new L/R 1r M bans spaced 6 inches wouli be us d. a ort pong will be introdrced to take care of negative vowcrt st counterforts. 55 1/2 x 1/5 = 27 irches on each side 0 unterforts. V = 410 x (4.00 - .97) = 1035 lbs. Tben assuming 5/8 ‘nch 0 tars stucco o ire-es C—Q U = 1035 J _V 3 ‘ 3.2/75 1 ’f'S 3 ~_- ,4; z 51: 10/514. 11", (PM: .) H Unit sheer = h l¥hn 1 15/8 . in (o.-.) 3 = 3;oo + (w.n x 10.H8 x loo) ¢ {200 + 4410 = 3100 + l":.‘::50 up 12200 + 4-410 = $9040 2 = “$10 x 3.05 + $.7 x 13850 + 4200 x 7 _ $7,900 + in .h-; Y 299400 = 23:3600 7.88 ft ’000 at 7.10 ft 3.,540 is to 7.1: = 5:00 is to x 23,300 x = 42,400 x = 1.45 Then the resultant cut the base at (7. H + 1.45 = $.r5 ft. fron end. X = ?.55 W = $9,340 + = 14 540 * $9,540 I 1-*5 = ElLO + also = 4300 4 7 X'W 00 - 2100 = 000 lbs. l is to x 14 is to 4800 14 X = 4?;00 00 >4 ll 03 Inner floor slab. Consi er 1 foot strip. 1;) '.’.'f1'!""] rosmsore =2 u + LOO = 1530 lbs. ‘_I ts. Worth nrfl footin; are 1h.58 x l x 100 = 1953 158. 2 x l x 150 = 500 lbs. orn load on end strip = 8358 - 500 = 105% 103. n I“ N 5 q I n 3720 1‘13. lbgo d = V 730 = 9.6 Total depth 14 inches. FT..— ke.4 Totonl sheer st edge = 19:3 x (s.00 - .07) = C525 lbs. *nwbeS) d (from sheer) = “335 lbs. = 30 in. (totrl Ce.th Bottom rods. K = _f30 = (31.8 20 n = ‘l.* = .0015 1" ' 'J £10 :‘{ o .. 0 As = .0015 x 2 x 20 = .564 SQ. in. 8/4 0 12 inches on g I 1 On suyports inches Slob uniform thickness Unit 10nd decrers s {:10 500 lb/ft H H ‘\. IO ' 'V J. '- \ .1.) H J 3 C At 2 ft from end Lrit lord ReQ'd soscing TOp rods = 6 x 105% = 7 inches 1058 ficg’d symcinv Pottom rods = 12 x 1955 = 14 inches 1558 4200 At 4 ft. from end. Unit load = 105 \ Re;'d s 231i; too rods = 0 x lfiwfl = 11 inches 058 w 3 , ." . . ‘. .L 2- . , . .1, -. t - (3.,“ f‘ -- ( r a - - . me '0 s solo LC tor roux ~ 13 1 llxn — 34 inches \J ‘— loss From this goint on use 18 inch; _m_ (limit) Length of Too Rois —— fl _ .- 1) _v. '0 - .01": - .0003) 6 x 2 3 = .007 fs = m'so x 13 = 6,030 f) .‘ .. ‘ -. r . OU\~J\L"\) }\ .Uu? J; 43 A L20“. A.“ .1; 1.. a) (“Q X . 75-1 2 1.“: . 6 US (3 8 4730 , 'f f', u = nggs 2 so lbs/sq. in. (0.K.) Outer JENile'VGP I, Lethh = 0.9 Soil.pressvre st stem = X 1 10.1 is to x " e is to fiflwL .3030 14 x ~L00 x 10.1 ‘7200 Ce.ter of grevitv '.' \. 0:: j r r] '3? r ... .’ " I ‘33. S7 - s «'0 {4 X (3 X t)0t)0 + 4:3 00 '- (.j' . '35 o 0000 + éJHO . _ "I." " - ' .. I". r F ' r“, 1 ".3 ('4- N ~ owlh A “.9 A “.00 - o.~& x p X 1&0 x a.” t = 0*,lwo - 2020 = $0,160 ft. lb.. 1" \J;43l)Q/-'1‘04 d = = 10.9 or 17 inches As = .0307 x l? X 18.9 = l 34. ire . ' Use 7/3 inch rounu bars 0 1?: e? o “ante“s. Tots shear V = (0315 x ;.;)—(;.0 x 2 x 150) V = 131 J - 1170 = l .150 '1 = _j;';.‘0 __== 41 ijuf‘es (’Titel Ci== 4% ijufles) l. ‘ x .9 Try 3/4 inch b'rs at six inch 3 on centers. 3 = .31? = .00175 j = .225 G x £0 u ‘-= _53, 5750 -'f_ '74 (O.r;.) E x .flfS K 40 x 2.06 1‘s ~.—.- t ‘1730 x 12-3,.:.0i')l7.‘.r X .9515 3: 12‘: K 403 = 10,100 lbs :per' s . in. (0.3 .) L r;+n of eflbedient §g_= 19,100 x k/é = “S inzhrs éu 4 X 75 Counterfort utal ferco = 1/? v an x 10.593 x s = "9,400 lbs. I = 31,400 X 2 = 5,010,000 lb. in. Allow 4 inches from center of '7 I." D H, x). ionemt erm = feet K 5,010,000 lb. inches. As = 8.75 x 12 x 10 x .008 5 Use lin. round bars. = 5.36 steel 3:1. ill. Carry 2 rods to tOp. . L ( -.-.—_.._. 4 I" [1:8 : . 6.7 ffi I n.-t " '- DUNS? '1? t '0 (M') (.g 07- o 21*: 5‘ . '7 T' M r) 1.:‘17 3: 0'7“ .2 7.2 f@()t {Joel/Q one bar at 7.2 feet from F. " . (":3 Vht 011 fnet from bvse. 2. Formula) fie. -—27”——-+ e" IB—A ~D—5" r- ’0 ...u ! —’ 1,; Q L. /7/ ”iii; / 5a) BARS 43 277.6 szS/IAKS 2576 "KO/VG . 1 x V ‘ \ ‘s \‘x . x \+\ \O \ ‘ \ ~ ‘ x “ \ . \ \ ‘- f. \ g¢ mm 5416: \ \ \ \ fl / \ \\\ . \ \ .. W 960/2 =80 21'?) BARS /"¢> BARs = /0 0 I ‘1 \\ ‘\ \\ Wx 567.84" “\ “‘\\\ \ /"¢ BAR /4’J"£0V6 2/ ’ 7 ‘\\\ \ \\ \ \ \ \ \\‘a\\.\\.\\ so \.\\ \ \ l\\\ \ ;\\ Ar?/'70 A9’ R \ ‘L 4\ '3. . 4 \\ '\\.\ \\\i\ \ NA \ x‘ /"¢ BARS /029’ZO/V6 J’OLN— a 98":5’4" git!) BARS 6026. SPACED E'OVCB /0@6 " 4@/6"= 6’0 i 0‘; 03.3 h _ . ..* _:> . _D C}.— \\ \xq .X\ '\k t\‘S.V\\‘1‘. 55¢ BARS 42'2 0N6 54¢ BAR5 43'0'zomc: // . , 7, . / (,7 C ’ /, / .0 N) l//j¥7’1/¢fl /i// /%/;///$/// “3 l M//// // // // / /// /// i / //77/777’e //"7‘ /7§‘7/ T /f‘// / 3.9 L—4 @qumL 35.6»: 4252-» ‘ 707m ££N6TH ABUTMENT= 43’6” A fi 914" 7 4’8" ___. NOTE! 3252;551:510 ”’0" COUNTERFORT ABUTMENT SCALE I" = 30“ CFLITTILEV Vi ’ {"31 ALLS — Stem 1.....4naa* Q—— ’9.56' l 1 ' j P = 1,23 K 5:53 I: 19.5.3 E" = 4979-0 lbs. U = $700 x 6.5 x 12 = 575,000 ft. 109. C = v;C’S, OIO = 17.0 inches 35.0 x 18 ”all is anghored into counterffi to; rbttrent r“£ t kPP in flusWt. ThoroIfire l i"o'vu is Q,;.1_'J"I~;:_ .1. p = .0“)??? (Table V) [3.3 :3 .Cl-_.)1‘3_5. IV. 17.; 3': l; = 10’1“” 81;. If“. U90 7/3 % In?” C‘rcefi 5 lucleg C-C placed, VuPticfllly flog” L"CH 0’ all, rt ' “' 10 ft. trlow $09 of wall. - ’. (7 r; r —- 1 = 1-; X ‘n X 100 A ..LS r 13 — )J,000 1‘ ” J. n K_ = 30,000/12 x V.9° = 15 P. = 10/313800 X .9 = .000; 03 ”U .0003/.0008 = .1514 or 1/7. Thero ore one out of seven bars need 0 up over 10 t. from to~ of base, at a point 15 t. balow to: of wall. P = 45.85/1m,ooo x .9 = .39335 , _ '2 _ 1~. "." Iii- = .1 .. ,,')QO/-L :‘i 17.2.“ "' ’30).().} P 15 .003/.occs = T) .l Therefore 1/2 of 5 ft. above the tOp of the hear in stem. fax. shear = 4730 lbs. v = 4700/12 x 17.9 x .9? = .1 No stirru .23 n ,coss‘ery. U = 4753/.53 x 17.n x 11/5 X L; 1: ‘51:. if)? hour} = 5") 3: '7/8 in 1 "’ .4 of 1» nor. steel will be 0 cross section of concrete. will be placed in front. £7 AS .004 X N x 19 = 3 o "3 Use 9 inch spacing in front and 051:?- .44 or 1/2 oyyrox. the bars may be cut off at a point o. -.«. ..,1’::s/s . ii. Lflnd 0.Y. ches = 47 inches. xployed based on the Two thiros of this 3/4 d'bnr at 0 ithOS G C 13 inches in bncg. Hooked in abutment ‘ith 6/4 inch x 50 = 58 inches for bond. Footi g. ‘5! (firth) = 11.518 2: 5.5.75 X 100 = 10,"(EC 3 (Stem) = 4,400 3 (Base) = S X 2 X th = 3,700 In of ”ts. = 17,300 we? 1"It Pets r P “is. -F70 X “.Ev + 44,000 X 3 + 27‘? x 4.5 = 5.0I ft. fnon left on?. And res étstt or Var. end car. {once cuts the b'so at a Gistutco- x = 5390 x 7.12/1755 = 2.41 ft. N ”'53 - 3.41 = £17 ft. from left one. U.K. ll 13‘}. t. = E'.,;;f‘./f:,4]_ 3.7.111. 9.3;. 79?. soil fPQSPVPC = H X 17330 9 = 3838 lbs. O.K. f".l = 17359 x .4/5720 = 1.19 0.x. = 19,. O + 5.95 x 3 X 150 _ 25,50/2 x 5.35 I . .J i 3 L; + ...J 5 L1 .3858 .G‘.‘ - 11:10 .. 3. ...'\ b 1 >——‘ H n" E J Q ‘4 O O L} I'“ 1—! L3 ll 173,000 lb. in. -"o-.-~ ‘. *‘i. .‘ A. _ ‘ w- _ _ _LJ. (,2, 13;? Sue-l in"; .. .0171. 13 150 H H fi J C K J ’- \v .— b 5 H L. d 1 I l‘ \ C) -. . . , M _ 9 . _' 1.- f! ..L m o forth *0 s 119?; ponu TLPGSS assumis -. v/s inch ¢ bars on in 930m at 6 1/2 0-0 1 = 5,0 5/ 12 x 2.25 x so x 7/8 = 20.4 inches. Use 24 in. 0.5 r I. O.K. 3 I! n = .00455 Table v Livgs J: .336 u = 5925 x 6.5/12 x $.25 x .886 X 20.4 = Vb lbs/34.1n. 0.K. No stirrups n-cosvary. f3 = P?9,000/.00453 3 .“RG x 12 X 20.4 = l",550/sg.1n. Lethh 0f imbeunont necesswrr to prcvant slipping = II (,4 q Po :3 (J u—‘J ...J \D ('1 0 15,550 x 7/0 / 4'x no Tamer in Cantiluvor. V.‘ 90 x 12/“.5 x v.25 x .806 x 20.4 = 6000 lbs. V1 (1.25 ft. from stem) Earth p 4 x 0 05/0 = lVlhl lbs. N v;= 100 x 4 x 10.53 + 2 x 4 x 150 - 1115 x 4/2: 5500 lbs. 9 V'= 100 X 5 x 13.58 + 3 x 2 x 150 - 283 x 3/2 = 530? lbs. fl V = (5.35 ft. from mtcm) Ep = 3358 x 2/0 = 858 lbs. 5 V = 100 K 23 I 11-15373 + . X f?! X 150 - 858 X 1 = 5558 lbs. 5 V (é.25 ft. from stun) Ep = 5050 X 1/0 = 428.5 lbs. 0 x 19.5% x 100 + l x 2 x 150 - 428 x l 2 = 2044 lbs. 1 V = for 2 inches at end = 80 X 12/0.5 x 2.25 x .886 x 9 To 12 inches at End. Otuer Chntllever 1", I. . = 2.25 x 150 x 2 = . 5.0 10.. m = (2800 x 0.25 x 2.?5 2 + :53 x 1.2F/2 x 5.20 x x/B - 675 x 2.25 x 1/0) 19 M = 874,000 inch lbs. Depth of stuel for m =‘Y2741000 = 13.5 inches 3 x 05 v = (j: 10 + “’“‘01 31:1.05 - 1.? 2 V = 00’" As = 12 x .ODWfl x 11.5 = 1.235 1~ . _ uh... 531C? 1) 1'1 1* -.t I} there vlll he nave '1wn 0300 h (1.. ‘.‘26 SI.-. 1:1. 3..."; if.- .0 T T‘ :1 1" ‘1?" “‘ 53'. ft’T3/1? ‘ o( 7"" if) 9 701“0 873. = 12 x .C/S x 2 x 13 = .0065 ... 1 r- ’ '1 . I' "fit' u -‘ Cs '5 X '-‘/ 111: X ti. - L) 3:. . 1’,))\)'J 4» ‘ _ ‘3' --"’.~' (N _ r" f3 174,000/.0.05 x ..05 x 11 3130‘} v u’L 1- - .— 93 119.- - uh 1Ca I \¢ or l.fl7 W S f. lilo +1.10 n", V4. 1.) 4 . ...- 2 .... ._‘= V j " o J ‘1.) ’." l— 7" 7 ‘J o .) 00 4.3.. 11,300 Length of iflROQHGnt t 11,500 x 7/8 /4 x 80 = 51 inches. V = G'5-L"-‘/137 X .985 x Q = 31.3 Yo stirwu s necenanyf, Taper v3: 30‘x 12/5 x .20 x .015 x 10 Vl= (l.f5 it. from st.m ) 3p V1== $150 + 4?3 x l 2 - l x 150 1 ve: 00 : lr/n x .25 x .000 x 0 at End. ()0 3‘. .' Lox r. ()fl 1: m u 50 '2. .4 Ii.) ‘1 .5. L 1‘0 .J ‘3. 1 lbs. 11: T? . ~ —~—V‘“~—*_ \ . q \ l Bans /4 'b" [any Cu k/8"+5 Af/VCTH OFACI/VG‘ BARS. . 1 #5! 25’6" 4 ; [ac/1 Dar Mensa/ta" ' l I5 /’3” shorécfr than the preced/xzq one is L ‘ 3? r: .1 .' : '9” ~ <0 1' / $3 \ , (Q r’ 7/ :ll . .j E \ 1 ‘\ ~ 2 «7 g ¢bar5 \NW g b ; ‘t\ 7/ Alter/70ft? bat/'5 ‘\ A I II \ k. 11/ are 9 6 20/79 , ,9 ° I ‘Z ,. 54/13 extend , f 31’ , ¢ bars 4’6” mto 0056 ' l f / <3 6 [any . 4:3“ f ,L Y , , is Q V 54’, , V, .V j.) (\I o o o o \ , 17*“ 1 1/777 » 4 1L_ —J[ T— I II I I' 2%, I 4795;..(9’7’ 65": 1‘_____ 60 4-——30 —’ 3n 369624’=/.9’b" (__5 .9’0" , .. a £0 0 . 7 Note:AZ? long/tadlnal .56ch to cztcnd 5’6" into the abutment. CANTILEVER WING WALL 8CALE I"=3’o“ “1917230011 Of 31‘:sz bit‘l ; 1.. 1 \ch ‘ “. {1 _1 , ‘ .4 1 .__ ‘_ .... ' . .1 ' .w ‘ .. '1 .- ‘ . _reme 91 fee 71 0 LJ es «uSLLFQ . The rages here gede as V 9111 t as possible to fuellitnte traffic and to avoid TLe 9311:1410 1’2-131111'1v 11') to the bridge from. the north ‘7 - 3 *‘1 1 —\ ‘1. A —u 1 v ‘4 -1. a L‘ ( (2 ‘-’ .03 name 4.41, 010 one lwaulLu porn to tie Sfldpfl 1..5 n- 4 m r. h u. A ,: .. ..- . . . ' F' LhO LPEJG on Uhlelue £00100 we“ made 4 p. K' urn-{Hi ()1 ‘17) an 1-4311 ‘. " no ‘3 .- A I", "a c l] 1‘ r1‘”""-'- JC- u._Cr- Cu.-- V1-0 .11.; L4 L..*V.-_'._J:.Le.‘ A 1“: r. ... LJPC'I.1.-J..L.‘ J .-,: .L J1 1.. ”_1, ‘ ’~ 1 .- _ -1 -I\).L.1u-(‘l, u-l\t 1008.Ulr’-- V... J ‘3 -‘ ‘ H" ‘ 1 u ‘ ' .LI’1 1‘. C((l ‘A‘ 3}: n .1_ _‘ _ _ on th Irelll; 01 L00 Center-lin?. - . L " -‘~ - J‘ -' - ‘ r 'v . ' , ‘ ‘ 5 vv H. ~ 0“ r: 30:1.011111..2:21101.1 e): be 1*.1J11rv (3 last) 0' I‘D 1.85.. 1.82». ' \ ' ‘I -- u v. 1 .xL... Q n. y-..‘ '- 1 free 9 age of 4 lb. 213 h-10704 b “deem the uulh 21:75; t‘WL- ~3"1"b {131:} 4- 1" . f1“): the “all: {to the Cake of the fill. ..J 1 J 13 D _A "E ...: :6 l [...-'3 ...: I r) \ _," *0 (1‘ o 1 {.4 I J (D 1‘: H -) .T cnrve in to enter the briGQC. The cross-sections eefie 9101100, 1 1/2 - 1 91099 Hi“t bgin e-sumed. These areas were new urea with a elfininatcr red the mrount of fill deterrined 2; the avereve . - .. v. ’.1 .3! end arena ueLnee. Z / Z I/ ~—’ --7-»-." | l A 1 - , 1 ‘. . --. .. ..._- 4 . .7 . 1 . .-- ... 1 . 1 x x , u ‘ ‘ n x - .- 1 ...-n. .. _ .. - » — . ... ... .... -.~,.d-g Iv .0 ..1-...,1-- . ' 3“ ‘- ,,-_,_H‘V -_.._..—-—-. -.l :4 ’— -11 - __- -__ _- 1 1 ‘4 ‘4 . I .1 ‘ .4 ‘4 4 .4 J .4 4 ' . - 4—..—-— I . . -- v H ‘ - -l———‘ . ’ 7 -~ "— ..Q. -1 ..- . +--—o~nu- <‘ ' - 1 - . -- ‘ -.— . _ -- ..- ' _- a- _ . { ¢ - x _ ‘ v—aw 1 “—1 I I . - --- I ' ..- ..~. - .... . .. I 3 -..-fl“..-. 5-:- .— I - w l ,7 _ _. ‘1 1 M — "’ l l - ' 4 “~ .... 1 ' -» . . J.-- n___. .. 0L, ‘. ‘ ». ~— h 1 L - 1 .2 1 ~ - i l I. . . r . 1 _ i. I- \ ... .-- - >’_.- > L I ’- __' H‘..~.-- -. ,_ \ _ I l - --I . i. l 1 \f . '1 | ~--. - 4 -7 -'. . .4 ‘- —“ ‘4‘. 1 I ---v—HI- v 1“ -v~ 1 ‘0'7- -' ‘ I I *‘ | y}. I P _ a-.--->-~~~—mc --.0 -'—-~ W' m --.-w nw_._.-1._.- _..,._ ...... -- - ~ , 4 z . -... - - - - - - 1, .-l , __- . M.ur«~,.mn\ O l '1. 4 . . ,. . -1 .1. "- ..--. -..—“F‘— . ~ _ -..-.. . - -. -- . I 1 ». 1 -- . .1 - _ _ v‘ 4.. _ --~..-. In. ‘ at". ‘0 11__-. - - w -. '-:.. w... gau-Mfl” I. ,v' n. - __Wa “ u , ”1'7 Ljp-d‘ ,o. v_- .~ --mfi- -‘ x \ .. . \ v \ ~ _ ‘ . A a v . . .\ s \ \. < --.Q. -'-' ...-......“ -~-- \ ~\ \ \ ‘\ \ \ \ \ or. u‘_r u-‘ ‘ Own-unau— ‘"'_—~ “no - m.. _‘o... ungo‘n I ‘. A z ,n‘ -- I \ ‘ J. \ - ‘ u \ f. , .‘ r n.“ “W“ —V I . 1’“ ~' ‘ \ \ x . 1 A o . . k . . . r . 1 , I ‘. a f . ‘ L s ‘ , “I 7‘ ~ ... ’ I p‘ “‘- P‘ ‘L§'ara--A __ - . ”A ‘ ' ‘ ‘ '_- - _Iv J . ‘— ‘ O. A a ." . COST ESTIIATE Total Condemnation Costs 3 13,000.00 F111 (51,584.4 Cu. Yds. at 3.70) 22,109.03 Stool (50,000 Lbs. in place at $.05) 1,500.00 Concrete (1,000 Cu. Ids. at 3 17.00) 17,000.00 Sundries __£,000.0Q__ Total Cost - $ 70,609.00 cf 1, . ,fi .113 go- In ’ IV V ', .- " "J '. ' ‘ l “ ' ‘ § v—‘ I n -' “ ; -s - . ~\-- Q (m31xfigtioén +VBIUP_U11 bu ruxy No.0? 3; .7») on~5h, azzua’ot 4- . v-» , ... ’ - 1.11 ...,. - ~.~.— ' -l , \ T * .1-,..._ :.~. .u -_ .0, ,3 . . s zuxlv,.u..:-J «:.s -a )1 .wa,JJJ‘ €.u; lznjgs n;-u0 ‘JDu Kallot 1x9 _ 3 1.. . l .0. ,. - ,_ A 7 _0 fi J __ ‘13 lcf " f A .1 “ n ‘ 5.},1 ‘0 "" ‘ " - ‘ , ‘ ‘ 4- ~ Y ‘\33‘3;‘:.1I‘,1 ...". t‘.'t.: . .1. , 1’ _r' LJto'o _ O..'~.‘v\)3., ‘3‘ likvt) tl‘ilr3kl Iat) 1131111.); . ,.-, oh .1.t. 1.. ‘. .0 .? 1 ". . -. 1 a dn?;3 1 «1.1.0 Ln Lav war; aux so feel that tno 'fi‘hzm “mTilf --;_ .- ,4.) y , . owrrosgond Va?" 01 soly with ”I tkfirfi that TOle be detertlnod in :ractlce. Th fiesihns Rifle are recording to rooo~mizod S‘ecifi05t10*99 “‘4 t”0ro is n0 doubt that the structure 7111 not stand 611 stream ihnt would be incurrdd in actupl use. . _, . _’0.. I \ c‘i’. . . . I ". 13‘... .‘f . |.:" h. 3‘ .1 k b'.’ ' ' t ' h . {W‘a 3‘ 'l ‘0‘ a. 'H o .3 o - , a . . “ ,2 A x. 5 5 .o- . ‘ ~ «to. 0" n.‘ ' L k‘ ' . ‘ ‘ a ' " '0' :5. . . _ n - . ~ .' I. l . ’lfl". > {*0} . \‘.-.'~$ .a., I 0’3QE.'~ “ ‘ ‘ ‘ " " :4- "7‘ ’1‘. . “355‘ " ’3” "p '1' ‘n"I‘-. ’1): ’ " t I ”31" ‘ ' 'l‘ a')"'-UJ In"! ‘I .1. ;‘~“-'-' .‘«3‘»“; '. . > ‘ ‘ ' _ 1.1.. r ‘ l . \ 1- _F. . . ' ‘J 4“}. I ‘. .r" ‘S ‘ ’ I..." N. ..I ..',L ii. "3 c ‘v '. . .1 A": ., . .\“.. ‘, . . “.- g\.'- I}; -,L . TI' .II. ; ,-- a p. “.1 ‘l 3‘ " ""(‘,“’\"d. 3‘;,"-_ . U _o °‘q.l_‘.' «I F .‘ 5 * vfi; - ., 3...}. .r>:,-‘T:¢..,.8 4; tfifirvo '- .1! .L- .: Ir- ~ .. --‘.- --'..-.4‘..2 v”- «r .- «5-. .‘ .‘h" '1‘ “of: 5" ””"M: I) . ‘3‘ §' ' If $.91" ‘ ' ~ '. ' I . .l b I ' ' V .“ ' ,‘b‘. lb J (“a I :1' I'Y’lu'" ‘r\)l ' 4‘ ' L-’ I. . . .". - ‘ .1 4‘ w‘ " ' ’ "’fiL l '5' ' 'I ° . A if , ax. . ~... ' 4‘. .J -.‘.\\ - 5. (.9 H HP. . i .' ‘ \.. 0’ I‘ -' '1 O‘.‘ ' ‘| ' "I. ‘. V > a an? 1' 9:5. '2. .' W I 5- v1 \ .‘-‘.‘ m 't 4 «I 3 ~ - . 'n ‘, ‘. . . . ‘ ' ‘ ." J. ‘1 ‘ ‘v I - ' , “"23 1 f _" “a 1' a!" .‘ n ,t .U“ o - ._". ' ‘F'I." .- I ,. (‘4‘..1‘“. P‘ " " 1_' . .. . * '..‘ . .‘ “)..I ' .u ._ .. o ‘5 r .1 I... '3 J ; . . ~ - m . 5 WI +“ w . ‘éx;""'-- .I - r " . ‘ ‘y . v ..I‘ 5-. )4 N! .3“ .. ‘ ‘5 . ““4.” M... L .- t ‘I I ' 7‘ . .'. I ‘v I. . V‘ ‘ ._ , c. H" . ' .... I} ‘ .n -_ .m _ . . 5w, 4 ‘ ,'. -~ .5! -- 5 . . _~. :4 g. . 1.. u, .' ‘ ' . ‘ ‘.‘ 7 . ‘ ‘ ~'.“.*". . 4 ii.“ .I . \ .‘.“ [L "M I. 1“. ‘._ .-..-. . 'af_ -\..x‘l“. '_ _ “3.... _ ”I. 5,“ p"“’ .. ‘. ,.:{.“-).f " ‘L ‘1.“ .~ '-' r. . g ’ . ‘ ...“ .0 «'1 '1'? 511,15... '. um ' 51...? ’ ~‘<‘ . '3 'J.’ “..rn‘. (vD'v,‘|\. )‘l i. ‘5’ 'n I 51“.'-.)"." ' ‘ J ' S‘f“.‘ '3 “ ”handiwo‘J m”:- ‘.. '1. .' ~. '7".' - n‘ ‘ K, I‘f r'.'~.h a” ' I‘ '. l'5‘.“ ' 0- -‘-.'J' r - '3 '.' , I- I -I .' “ml ' . ' \ 'I -" I . .. ' ' ‘ '. .1“. M .I . . H‘. -. 1 . gs ‘3 v. '~‘ to, .. V' ‘u I. of" -. .x, '.\. o o ‘.'\' - 1‘ ' '_ ... " r. ‘I\ 7'). $15K . Ji". . A. “V' ‘9“ 'I "II! "I ‘ . f ‘ . . 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