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HomeMy WebLinkAbout#167 Docewallips River Bridge BOND TO THE STATE OF ~PASHINGTON FOR THE BENEFIT OF 9323 ......... .......~Je.~f.e-r~on---Gou~.t~:.-----.......--------- '~2noV0 at[ Slt~en b~ obese mresents, that we,.__.___..........P'tag. ~.'~...~ound---fridge _&~--.Dredging __~ ompany.,---.?~_~ __L_e~~t-~e-:---i~l_t~._~'~~.g 4 0~----`----~----' --"----'----'----"----"' as principal, and THE TITLE GUARANTY ANI) SURE7.`Y COYIPANY, a Pennsylvania corporation, legally authorized to do business in the State of Washington, as Surety, are held and firmly bou~rd° ~n the State of Washington in the sum of...._. ihr.e.e....ihoz~.s~;~.~._.__~h~:.~.~...;~i~~red.--~eve~l~.y--one~__and ~(~~~.~.~.'~~;.~4Q..____...__.._.) Dollars, for payment of which sum we hereby bind ourselves, our an'c~''each.of oa~,r heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these present Signed, sealed and dated this...__.._....4tb._. -~~'~ ..................... day of......M~,.T.Gh.- --------- -------------....------._...19....-a---. .,,_>, THE CONDITION OF ~i`HIS OBLIGATION IS SUCH that; ` WHEREAS, on the.------3~--------------------------------day of......._T!"~trCh ~9~.0 .~.~ ------------------_.----...------.....-- ------A. D..---~.....------- -----.,the above ,. .,~.. bot<nden.---...-------------- -Pu~~~L----~-QUa~.d.--~x.i~.~e - 8c---7)r.e~~ing----~.n~p ~-~-- ----------------............----- -----..._........---...--- -.:~; :; ~ ., ~ ~ entered into a contract in writing with...._......._.Je.f=PZ'5071 COll21~ ~'~^te _ Of j~J~.s 1T.~ 021;`;° -- ----- -- - --- --~.s:.------- ---= ----........--- - - Wherein the said------------------~iig~:~...~Q1d.~l~---~x'1C~.~.,~.--~^%---~~'841g71~; ---~~-O~p~2Z.~...----------•--------........ agreed to_______________~ax~tr~1.e~___~~c1___~ors~lete___~.___eo~nbin~.ti_on__ span bric?~e aplrox- ------31~at-el.y---1.Q4.--~~ et---in._1en~h,----a~.._Brennox~.}----i~._.~~. .~l ._ Je ff ers on_ C-oun~y,---------- ------~~;~h~n~t~~--ae-c-aiding---t o---the---plan;---a:~cl._.~~~.~_~ge_~:t ons--therefor,---which :,~ •~i~ .,. --een~rwt~t --- ~s---h~r~b-~ ---r- e-~e-r-r-e-d~-. ~-a---and---n~.de---a--- P~ rt---~a.ore o ~---~~---fully-- a s -_though ---a$~---~u-t---a-t---length---hez'ea.n..------------------------------------------------------------------------------------------ Now, therefore, if the said ................Qet.--_,S-otzild-.B2^idgE-_-~e-Dlec~ging _ComPa~ -- ....sha 1 faith- fully perform all the provisions of said contract, and shall pay all laborers, mechanics and subcontract- ors, and material men, and all persons who shall supply such person or persons or sub-contractors with provisions or supplies for the carrying on of said work, all just debts, dues and demands incurred in the performance of said work, then this obligation shall be void, otherwise to remain in full force and effect. This bond is execntedin pursuance of Chapter No. 207 of the laws of the State of Washington, 1909. --_._a IN WITNESS WHEREOF, the said Principal._...__.. ha.;3__._. signed and sealed the said instrument, ` and said Surety has caused the same to be executed by its duly authorized Attorney-in-Fact. ;~ , Signed, sealed and executed in the presence of: r~QeL ~o~Wa ~3P~a~~ ~ DPetl~t~~ (it-, " ~ , ----------------------------------------------------------------------------------------------- d rc. ' THE TI E GUARANTY & SURETY' CO. `~ '`` _ ,,, ~.r. - _ - ;~ . ......... ......L.. _-___--.-• •---..... ~---.............~. •---... •. `n Atterney~n-Fact rv_ _ ~~~ ~r - J ~~` _-,.~,,' ~ , ~ ~ '~~~,~~~w N~~ , CONTRACTORS BOND TO , ~ , The State of Washington- ---- Dxed~n~_ ~o~p~r~ - --------- --- --- Dated Thar. 4th 19 10 Covering Contraot to ~o~stru,rt--w ~~::~~1~:~e ~~an.-- -..~~irl~e- _p,~;._I3x.911~011, ~~a~3a-._.. APproued: -- - - - - -- - - - 19 - - -... Chaiiwan Board of Counts Commissioners. Attest: Conntt- Auditor The Title Guaranty & Surety Company JOHN R. SCOTT, Resident Manager ., 204 Batley BuilAiag, Phone Main 313t CHAS: M. DIAL, Special A¢ent ~- ` ~ ------- da ~bs agreement, 94lade and concluded this---------------------------------••---------------------------------•----------••- y o f_______ ~"`._` _~___' ___, in the year of our Lord 196-Q•, by and between the Auget Sound ~B) r-i-dge &~,.D,~rAed,gQing Company, of seattle, ZUashington . Party of the fast part, and--------1`t~~^---~°---_°-= ='----~----~~-~i1.-~!~!`••`~~--------------------------------------•------------ --------------------------------County, Stafe of.?--------------- ~------------- •-- - -- ---------~ of the Second Part, essetb : That or and in consideration o f payments hereinafter mentioned to be made and per rmed by the said Party f of the Second Part, the said Party of the Ftrst Part doth hereby covenant and agree to furnish 1 the materials, a~ d construct and finish in a good and workmanlike manner and in accordance 2nith the plans and specifieations______ _ _ _____________ _____________________., the I~IAB~IL~I:]~15: ~ TT~.e contractor must assume all. risks of accident or dam- • e,ge from natural or other causes, and no liability whatever will be assumed by the County until the bridge has been in- ~pected and accepted by the County Commissioners. SUP~'RVISION:- The entire work will be under the supervision of the County Engineer, who shall have, power and authority at any time to reject any material or cause defective work to be . rebuilt. Fis decisions shall b e final unless an appeal be taken to the Board of County Co~runissioners. PAYIU~NT;- Upon completion of the bridge ready to open to public travel the County Engineer shall file his .report and- recom- mendations and upon its acceptance by the Board of County Commissioners payment will be made therefor by warrant on the Road & Bridge Fund of Jefferson County. ___________________ __ _~x~=~.___~~-~k-_ ~ __ -~=__-_~ __~_____~--~ ____________. a,,,..~-_,_ - - _ __ _ __ _ and to complete the `Aiork by the--------------------- ------------- --------------------------------day of--------------o------ ------- ------19~a-- completion being contingent upon strikes, accidents, delays of carriers, and other delays unavoidable or beyond our contro . con ----------- c%lnd the said Par-typof the S..e~cpond Part hereby ag••r•~ee~s,~u~p~on th'eI complet-i-onof said work as above spejci~fie~d~to~ pay to the `Party of the First `Part, the sum of.~`!44~~.~!'^=?'-^-.Q.i~-='~ ---~r=^~`-",--~Y~!~^^i--•~~I ~--'~vt^----'-~~-8~--''= _ ____-'''~~--~-~_~ ~ ~~~ollars, ~/ - for--- --- ~`~`^-~ Q~ ------- - - ---- -•---------------------------------•--------• --------- ---- - ---- ---- -------- - --------- - - - - - ----------- - - - - - -- -- - -~--- ---- 22 Payments to be made in the following manner, viz:._____,__~1 __~__~__~_~_.__________________.______..____________-----------____--Dollars e y _ ----•-~---------------------------------- ---------------------------------.-----~ on the completion of said work ready for----_--.~!~- -••-____-- •-----------____-. sac ~r¢-eef'~~ ------------------°---------------------------- - 7n TUitness Zll6ereofi, We, the parties have hereunto set our C~,~~ Jam- `'~---P-=+---~Q-f~A ~-Q--~-'~=----------- ~;, r: .~~.n _:_ ~ ~ ,~ • ~~ • ,, No----- ------------- , ;~, s: ,. , • ~ CO SIT RA'C T ~ ~{ i the Puget Soond B,r~dge & Drcdging Co. WITH .' ---- For -_ ~I ~ ~ ~ ~-•/~` ~ . ---- At.-----•----------------~~--- -•---~--...-... ~~u~ ~~ ~ f `Date----------------------••---------------=-------/~---°= Q ~D ~ `~ ~~ 1~ :. i'_ - ~. ~:.. ~ ~ J y FILED 1 ';r;Att 5 1910 ~ AW1fOR z ~> ! may, Wtel~. i, ~. 7, ~, - ..~ P ~O P®SA L _ C. E. FO /JLER, PRES. AND. CH. ENG. GEO W GATT, CONSULTING ENGINEER J B. C. LOCKWOOD, o. E., CONSULTING ENGINEER ~~~ '~. j ~ ^q/ M. AM. SOC. C. E. M. AM. SOC. C. E., M. INST C. E. FRANK DANA, MANAGER CONTRACT DEPARTMENT \\ ~ y l ~~~ G tJ ~ PARK ROW BUILDING, NEW YORK CITY '.\~i / ~~ ICI ~~, ! .t- , "t ~ PLTCxE-l' SOUND $R,iDGE AND DLi,EDGING CO. /' INUU It PU I<AmM:lt ` ,~~'' ~~~~ ~F;ATTLID, WgBHIN GR`ON \` ' Ii~N(rINLF1PS t1ND CONTRACTORS STEEL ARCH 100 EEFT ~ONQ, WNi TE PA 35 6 YUKON RY ALASKA SPFCSALT.11~'.5: f3HIllGM STR UCTUHAL ~'ORIi, PIKR9 ANl> F077N UA'1`]ONS DRIC 1)GING RY 1'IYOHAfl LIC ANA CLAM ~.s731CF.L MxTHO7) CABLE ADDRESS ~tDREDGINGf' SEATTLE A. E. C. CODE successoRTO SAN FRANCISCO BRIDGE COMPANY WASH., ORE ,IDAHO., MONT ~ B. C. AND ALASKA ~- `~~ -- -- ----------- -- ------ - - ~ --- - - ---- - - ------ --- .- -. --- ----------- -- ---r-- --------- ----------------- a-e.~. ------------------- ---- - --- --- ------- -- - .--- ------ - ---- --. -_- - . ---- -- -- - - - ---------- --- ---f------------~--. --- -----..---------~-------------------------------- - GEN E .--We hereby propose to furnish all the mater- ial anti do all the work necessary to construct, erect and complete, ready for ------ --------~ ---------------- ---------------- the - - - -- - ,-- ------------- - ---------- ------- -- ..---- ----- - -•-- ---------------- in accordance with the plans and specifications -----------------------------------------~-,------------_--------__--- for the f o 11 ow i n g price , viz - ---------------~ ------------------ ------------------------------------------------------------ ------------•----------- ~...... .. f• _. :: :. - ~~ z ~`I --------------------- ------ ------------- - - - - 0-.......... ............ as . -- - - -- ---- - %k.. ... +. And we hereby agree, if the above proposal is accepted, to enter into -con:- - t° . t:raet...to faithfully .. perform the work• above mentioned. All ag,reementa sub jec.t ~ x'~: „_.. ,,to st-ekes,, floods, or any cause beyond our control. - .Y 'y`:~°q , Yours respectfully, - - ~ PUGET SOUND BRIDGE ANIl DREDGING CO. _: .. :•~: ~.. x . ~` ;- „ SW A ~; aAr .„ , f~rtka741ne 0«c'dyrt digcharging through 5704 R.Pipe. Witl digendputashore anyMaterlal.roek excepted- ~ ~ ~. ~~~ ~~ ~ _ ~y ~ ~7 ~ 9~~ ~~~ ~~~~~~, ~ ~~ ~y~ ~ ~ ~~~~ ~~ ~ , /o2~/iG~/(.G7 /LvC ~ G~~ ~ /Z l%"~C/U ~ ;~~%`Z~%~f G~ ~7~1 ~ C:~%~i`~/ G~ ~ // ~~ ~~~ ~ ~~ J ~ ~ ~ ~~~~ ~ ~ ~ ~~~ ~ ~~ ~~ ~~,~~~ ~-~ ~~ ~w ~~`~ ~ ~~~ ~ ~~~~ ~fu ~~,~ . ,~ ~~c. ~~ ~ ~u~2~ ~~~ ~ ~ ~ ~~~~ ~ i~ /~~L~~ ~~~~ ~~~~ ..~~~ ~ivr-t ~Pi~% ~~ mac, ~i,~-u ~ti~~ - a~ ~ ~-w yr .~%~iJ~ w~ev ~~~ ~~~ ~ ' ~~ ~1-P~it~~~2a~lic-e-u AGO ~ ~/&'-GY~LP~ ~ C%d~ o--r~.. G~ ?~ CLN~a~vvr~v9 GUJ ~~l/~tJ`?i`?~Guri! ~~~X~-- ~ ti~.~~L/G ~',~ i%Gfi~ ~~ ~ ~~%~%~1/.Lli ~CC'~2/~ ~ ~G ~i~fT~ /~i~itiGZ. ~ ~t~il~ ~~.2G~D~ f '»e ,.,,ry ~,~ i ~j t~ ~ sue, ~.~ .~' °~{ to t~~ ,n f ~, `i/f tP~>! .~ f tf ~l., zf ~.a eat".,,e r.:. 'y /r2~~j~ rl ~1 ~ y~y,:,~ e ~~' ~ 2~eors %~~l~or~f -~ ...~ ro~ r~ss o~ i~ ~~?~~ ,q~~~~-~~ ~" 4~ ~• rya :~ tI ~/ ~ GI sa ~ l G.,.~..,. ~,o,,,u of /.~.,,: ~,~L,,, c~,- ~ tu,.~~ ,~ ~. ;~,~y/ ~.u,,.! dfi,dy... u.,~! livdfr.,,-.~ die. , .~ ,r..n..~~[,.f u'~rcrv ~. Cev~2n/ evz~> ~e~, e+~a..rd e++,0-Y /~ v ,, ~k~ .,,, rft ~,w~.~e ~ ,,,,~z/ rey ,~ ~,~ f ~~~~,a~do, ~ ~~~ zoo: Fy4 w ,~,of~ f ,,,f~ mn,.~~G~ 21.,.~c,. z~. ~.~,.,.~ta,.<,> ,9,~,~.,la e ~ ~ fes...> - ~f ~i:4~u a,.~ and ~,~ ~r zl ~~t w.wr t 9~ ,,r~ ,~ t ~~~a~., r/ mot • • tG'. ~ ~ ~e, a ~.~~~ a,, ~ ~,~ f ~e~a ~,r~. r7 f a~,~ ~ ~~ y~Li~uz~_ ~t~t, zf ea.a~..~ ,,a as t, ,.new ~ i9~~ ,..~~~J 1 /~'lEerS /~e~~orf ~~~ ~eearhr~e~a~a~ian on ~Y'i~~no72 ri~r~~ ~•-..,, • • COUNTY ENGINEER JEFFERSON COUNTY WASHINGTON air, ~~P~ ~ . ~ ~r~,.- ~a-~~y,~ t~ , 7 2v>..F~ ~r~. ~y~,t zf. ~..y~~;. fc ~, G z«., -/.,:r~.~. a~ z/. 4%...~ti,.~ L ate, . 9.~nurv ~~ `mow ,~,.u.. ~ z~ ~;~ ~- G d a ~r t~ ~~wz.~ ~ G~ ~. q fig,~u~„ a.,I,..,,zc~ p~c,.,,~6~:~, ~ 4 ~ L ~~~~ ~, ~,~~/ ~9f~ ~- ~y~a ~~~ ;~~v . - ' ., ,. _ =~ ., ~., • ~'' A4' ~~ I~-C~~ !t~ ~,~tX~ttt?~. +~ ~- ~ '~ ~~ ~ ~ '~~ "~ A 'S'PA t~d+ `~d r f ~ ~t~ ~'"~~"~ '4N3d#~ ~~3 A C~~.+~#tr Aid ~-'~`~ ~ ~~ 9~' ~F~~R'~~'«li ~~~ ~A'~~ii~ ~ f4~94~F~. ~~ ~~A~~:~'A~"A ~~~3 '~!~ ~~' ~ ~'~-~r ~rt~~~ aft ~~~ art $~~ ~~itl~tll~ ~ ~~~A~~~~~d~" ~~' A~~ ~"i~R~~A A~" '~'N'A~.'14"I~d R't3~'~ +PF1~,l,~.. lttii~` ~~ ~ ~ #riad9-~~A~"A ~~~llSl~~~.i~ ~ilip~# Ct~'t ~t~:+tt~'i. ~1+~4 ~'~~~ ~~a ~~~x ~~.~» c~~»~~W ~~ z~ ~'~ cry' ~~~ ~~~.~.~ ~,r~~d ~~ :dot ~ ~1. 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Gr~~ '~+P'~;lal t~iA~ ' ~~~~.ti'tt~ ~~ ~~aA ~a~ '~~.'~~*, ~r3~,~?1 ~ 71"x+"0 ~~~~#~ ~7eee a¢googr ~t s - ~y y~y ~/~w~ '"y~~ q~yrr~r~'~~~~j r~t.q+I~q~31 '~~ha~-n~'~! tom' ~~ays~ty+~ ~¢ ~r~y~~ ~ l~~y.~ R~ ~('~~y~~', ``~~~~FMy'M~,~~y q~~ WF- Jf~+l~}1~~i ~OR fgi~My~~~fNtlb~ A1I i~ '•N~P ~. ~p IFA /Mvy~ ~'hyl~'+Y9li`i y~~-~.~~~ ~iiru y ~yA~p~~~+ li~Srl~ ~: .SAY ~i{79M~~~~~,~ Y~~~ ~1T.ii ~ ~~Jt tM~Fl~r~ FBr~r,~~~ ~dT ~1I~ ti1Li~ ~1~M~~~ ~~r-~~. ter ~~~c, ~~~'~ ~.~' #~arta~ ~d ~'~~~: ~~~~. '.~ ~pr*~,~'4 t~~~- ~~:°~~~~~ sai~~l~ ~.~~ x 1~'", °~~~ ~a~el d~t~x~~~~ ~'~ ~~ ~aarr ~~~~~ bs~ ~~~ ~ ~~~' y ~"~ ~~r ~ ~ ~`~ j~x'"~11'~i.dA1! t. Ar a~.~91' W t'~G~21~ ~~~ ~itRPC1 ~~ ~#1" ~']t~` •»~x' ~+[~ ~`"~~~St'~~1,R~."~'7 - ~h s~ A ~ 3""'~7Ci ?'~ r~' ~ ~ ~a ~ ~~r;~ l i~.~+~ ~ s f~ "'~ ~.+'~ 4 ~ ~ ~. use! ~ t~~~r~rat~-~ ~- ~.x ~ spa ~ ]~ ~, , ~~;~~ r:~ ~r~ ~-A ~~r 4 ~- l~~r a~ . -c~~ ~'^ ~,1~ '~',C~~: • ~~~cr ~?n~;~.I ~ ~ ~~-~. ~~i~ti~. ~~t~~x~~ A~' az~~-~:~'~t~x''~~ ir~Ah '~~ ~t~:7rt 1~.~ ~ ~ ~th§~ ~. s~f ~~ AAA ~~x ~."~~r ~'" ~ ~.~"~ ~.~u. ~'A:zr~~crx t'+~~ lc~~~ qtr ~`~~~r ~~ ~~A.~,l ~A ~~~~~:~ *~ ~~~~ A~ t' ~~:"+ ~~~x'~;~r°~ ,,ice?s~~ v!l°±~.~1'~ ~~ ~'+~~~~. uy~~ear ~~~ 3.prE~7~ eh~r+dis~ :~ ~~ nab 4tt~d~ ~~r~1r~+~d ~~rffi~.~di +~r ~~r~ ~tr~r~a ~r~~rix~~. '~~ ~r h ~~-~t~ ~'~.~. '~~ ar!" ~~~d ~t~~tn~, fir ~~ ~~~~r. ' ~xs ~~]~~~ mil 1~~ a~ ~'ir~-~ ~~ ~d ~~ ~,"~ ~~~" gyp. '~"!~- ~+~cr~~r~ ~~t~~ ~~~! r~~~ ~il~ 'ter t~~3G~'~~~;- ",fie ~r~d ~~ ~r~p~s ~'~~ ~~~ w~r~r .~A y~ ~~;~~. JR ~~~'~:A'}~p~~d r~~,re~~7~e*e~y~:~~~,@I~i~iq~~~~~~'} ~- ~cy~~~~~~lp~,'~.a~~~y~1~7y1~M~~ry.~r~q~:r''~-~_~~t *i Y! ~i i Y ~ F{ hM't~~ ~~#~4 ~ ~V Mi r~'~ W. 1® WY~i ~~l1HPM~L. ~ W ~ ~ 11+ff ,~~t 'M~ `• ~ 'Y+ +± ~+ J~ ~~:~ ~€~ ,~1s~:,{~~, .«M~~~'~Jyt, ~~s~ct~r{ ~x~ac~~,yy~~.y~~,pa~~ ~z~q'"r~~~ti:~q~.,r~~~a~~.. +~ '~1~ttl~.~ ~'tir:~M~'yWr ~{~~~s#1~ ~.~~~~N~~~~~a7yrA~;, Vii. kfi+~rlKa°'~f ~„9.~vtr~ T7d~tr y4S1Q~y~d ~~.~~'~ Ci~~il.~it lii ~~~+~.~r. ~~fi~Ik~ ~'~~ ~~~,~ ffei. tt~~ ~~~k~~Y~ ~iti. G~+~A~. 4d~+ '~ ~~d s'~ ~~ atxt ~ ~'Ax' ~}~+~ ~~~~~~ '!~'A3"~,'. rya ~t~ gar ~~~s1 ~~ ~r~a~r+~~.. ~""~~ ar~rk ~~~ ~ ~.~*.~ ,~.~- __ ~~.c~~ ,. ~~1 ~~~ 4~1 tt ~~i''~,~~~ ~d~~ p~~L.'F~i. ~k~»"t%~~ hiE°•~ ~'P~' ~~~ a'`~`~~R~2.. 'ke.A ~w tic~'~~ ~~..,.. i~`~~~ ~~st~~ ~~: ~ ~ ~~" ~3~~ ~+~x' ~:~ +~` ~:~ ~ addl. ~ ~.~:~ ~- __ ~~~ '~~ '~"~-~ A ~~-drs~rY.~ ~~ ~i~1~~ ~~~r ~A1 "~+~ err. ec~t~~. a~ ~~~e ~~,d ac~~r~ '~w the ";~~.~ia~~~. ~ ', ~... / , G~12S ~h~~ ~,~e~lf~ca~{ro~S 1 f~~ ~ri~~~012 ~rl cr ,~ i • r~3~ ~ r~,~J ~~g PROPOSAL 1-07-1M FUND I31tiIDGE AND DREDGING CO. INCORPOAdTED ENGINI+7E1~S AND CON'l~RACTORS GENERAL OTBIOEk] A.i Y~:.~r..~R WAS, SRemr LR BRIDGES, STRUOT UR A.L WORB, PI MR6 AND FOiTNDATION4 HYDRA ULIO, CLAM AND DIPPER DREDGING CABLE ADDRESS "DKEDf3INC3" SEATTLE ALL CODES O P~RAiING IY WASHINGTON, OREGON, IDAHO, MONTANA AND ALASKA ~%d ~~ ~az.~,'.,o.~.--d t _ ~ aa~, y_ ~ ate.,, Ja ~ /.~i'0~- ~ - GENTLEMEN:-We hereby propose to furnish all the mater- ial and do all the work necessary to construct, erect and complete, ready f o r ___ _ t h e ~.,~.L~v~,vY.. for 9~ ,o~_ ~'~-~~ in accordance with the plans and specifications for the. following price, viz: l~~ And we Yiereby agree, if the above proposal is accepted, to enter into contract to faithfully perform the work above mentioned. All agreements subject to strikes, floods, or any pause beyond our control. Yours respectfully, PUGET SOUND BRIDGE A DREDGING CO. ~ttil/ ~~ .. - ,.. , .~„ ,, _ Ae.7_ ~ _ .. R 8 . f ,, ~ , u~, ~~ \ ~' ~ ~h t/ J I~a~S ~~ U~SC~ \\\ ~ ~ ~, I \~ `1 ~ _„~ i ~ ~i ~ ~ C f i _ -c..ti.,,s.~'~ _,C^'z~ ' CIA W \ ~ n, 1~1 / ~ 1 4 , ~ ~ F , ,, ., ~,.rN .~.,, ~ i ,. ~ ~ ~~ ~ ~ ~ i ~ 1 ~ ~\ ~ ~ ~ ~ 4i ~ ~aN ~ '~ ~ ~~ ~ c , i~ °~ ~:, ,j ~ ;, o .~+ ~,` • ~.~ T, .. _ "k .~ .. i ~ ~`~~~ I ~'~' .~n"~' ~.; i ~ ~ ~ V~'^r_. ~l ~ ~+ ~. ~ Y.> ~ 2 ~` ~~: ~. ~ ~ -. 1` I ~~~ ~~ 5GG-7-2~-01. i, .r ~ .. ;FO F# ;I ,(Tr, i.11Cr{vr' ui .f)UI-,f)~,1T J.St.f _ ^-3t1~.H 1)j 4r~:f... T1'(' ?Il~(i ~!!a,':. G:ii' Tf .J iif:jl' ;Ce .,rrr. J1'€t Iv' `.(: ;';.Uj! ., 11 CI _, lye :~7v$ I,t)i. (t`,i s;.!; 1, t'j.~.'a il=?' I77lGS.[l.i t, ...` i'(, li,i li t'~ 71T j!T.T'G .[OF) (.I!`O r .j ~;fJ`> ,ot ! ..,,..Ift r'1 !!. t; J:i;I~>i, _. fj.. ;y 1l7,i ,j ) ;it~.2' `f 67(~ ~(~' ~~~.L~'~`~7 OTC ~ JIJGI7i>2 ~tJi. mil! i, ,tj'q ,') ~"i'1 :~t~r . Tf)t I,t ~; j~;it. ;ill (t.:. ~ ;~i~ l~~ `lI\~r7Ktr;f: riFi ~l(~rf(i'r df):Ijl Ii Tl~ti J' T(~i3:,.~1 (~rr(7J' j'1 C7tb$)iI3 (?( -f. r~ ~, ~Ph~ fo~~r ,c~€.~tg~z~s sh~~l;,be,rsu~a.<~t ~~:®(:r~a~'nc~i ~X~fYt. ,.m~?b~~ a , t, : 1. ~~ ~agt c~~~u' Form of Truss. ' ;~:~t~.A~r%J.~t .lA ):ft.l,rii 7' f) ~ ?. ~eJ1:~bIIJ T ~ ~ Irl)I:Ji? ,~~ `,TJj' it)1', rUl) <:j3UI'fr' rj.' f;7)t1 17 fP;;(r~ ;~J1, rl~i. c:~,.~, z 7:rbE ~9(~R~~t~~tl'~'~!sin.;~~h}~l?r~P~~s,a5'~a-~J•k,~:?~sP~s'~~ctLf~i;}on~,j~y~es ~.}~l,el~t~]i ^"".C4SFU.G? I' ~ a 1 ~ t n - A l~t~~'~' br£ ~~~ Lfebr~:G~~n=, side aric~i&~?t1;~1€~~a~t~a~fstaffzl~'A3~d t~~~ ..~~ b?.,~~~?. ',4~ f rr~~?,~ ;~?~;,, j ,, , <,. , ~~gjt~;Qf;,tlbe;~.~~n,f;~omrc.tt„A;c.~of~end pins the•dept of t~e truss from c. to c. of chorea, ~. z,I>,; G.~ iA~ ~ > ~ ; €1. ~, ~ r f omT; ~ c.,T ~ I ttlr~ ~ ~•; ~;~ liye loa~,,s Tan T~ehl z„~:r~r ~.,~,;.1{,::.:;; the ~i~tYtl b 1 e e~. ~; ~'c„ i ~ - ;" .r ,. „~,.. t 1t,i ;. t,,.. lt~alarti~rntsra~re=,bas~ed, t~.>;e~~t>a~ain~ and sections for all truss members, the sections and areas fzis;aaiou ~zainy(>~s? ~ y ~,} ~{~ 1 ??~~,~,]~ 1 op yy~^~s fl. x ]app,g~,p~y'~~~~~ ~1[]~ $og17-.beam hangers,,;~tnd„th, ~ r,uRf17 0? (;,OIi1- Uf alt~kat0~)~~~?~(~b! ~FY'~~T.~9~J'~ ~~..tT~ ~d.,X' ~'.. >vrST,-x ' , C7li, ~~ . ,+- ,.r c;, .r :. ~. t :_ ;s;~a~cx~e~nfen~,f~a>~~ ~~et,~~Io„f,f~oo~ ~~m,b~rs. ;,, tN n f. c :Ekl~.l th>; Ott~h 3~id~es $ha~~..~#~lYz~ ~h, e~c~sopp~• qf} ~lo~l~~~,~}, r~R>u'~e~.~;:~~et., f , , i T , . ~ ~~ , Headroom. ~ ' .~~ T ;t tt.~ 3 .7 I -:,.n .. ..~~.c ~Y ~ivriy~p,~ti y~~~y ..rn 21.1,41F}~IDl ... r..~{-( - ..BQSL111Y.I.sItT Ci iT .. ~t ~~LLV'VV'~C3SJ'•'?~.eELI7~'~7 'F ~tJtlr tl.n,~~` , ~ 7a .,.ir ~ .. 1 , , .i I6a2 ('JJlrr3 ~; II.~17I1E;fG7.~: (,, jj;: ` T' WROUGHT IRON. STEEL. gyp,~(+~~ cr~~~~~~II..iis~,.,~r c7~~ ~+ MiII•t$1tn~~ljEr• ()~ ~~Mig,.r6L;~ e,_irn,Wo&'mA~ '3~nTy~r3~'Y¢01.~16FTi'~3a~6.3 fit) ffrTb U~ dt3.G%'r• .IF`3~(T(~(~~] ~ 5 •} .'J:. '•~ *... ~ aaa re s u em er. aeR: xu 1 - ~'eaeion,only iC JJ6~7 0 ss fps FlrrcKusee of IJI:r;s tzJ rizze, ~~5~E~r~~• l.Jt~r, taf.l?., lrurea I~®g. ,~ t ~~ r{l~©r•~ Floo~~~ea~i`3~.~~~~r~f "~ ~r;n rr?rrrc~r e o~ zrne~2 loJ. ~~a e~z~r7JSq Izr caurbl.rgg sF~'IT zro~ '~~ft~~r~~'rtld~'': Fl ~r, ~,r ~~.( r,fr1T ~„ ft ~~ ~;r:rzr~~c:}r sr (l~;rrr?(;(r,r.• 24000 ~°`r' Botts~mfl~n~ed~ $oof~'I~`e~~sa~~.lg~'d.e~s~,' , ,;;.7(;- ~~(: ~~e'~~b~s~'a~`aos~top)fl~Ii:~e~. , .I , EF:aBtrxe ~,jz(; }r(,',,ir ur ri7',f- ,t:7f,? ,,s; ,,. ;r~ ,, (Ti.`I~ i1it, tJU.;/`. ~)i, :.{.;, u,.. Z ~a~~.{z ,)t;r, ate Ir~r.t-.z.c~ 15000-600- 20000- 900- On Bsq U~<f~Fi~ 2F7`'liI r7t r?O I)1;OI)(1I,~70Llt.,r f''i:lj ~.'~ili 1:15.~A•;•17r.t>~+r1FJ~ry] ~,~ ! ~, ~~~" `l-:I,t.t only. L j~e(>x ~?r.(fIi'%F+r? lilt'?. ~TJIT'1 SJ ~F~(~F' 008 s7Jq 2I7~1']~ })8 )c7,6G PO GJ()~.ti ~i~,(`~lintj, fPt, ~ .~„'.t,-. T~`~r~at e6n~`€3nteal3i~r®nd;;~li~; _L~, ~~~;E,t'.I.)OPiJ'~~•' ~F~~~. g7~lJJt;T,r ~@4~].;O~f?-}:•t~.;'h~~ ji ,til l,r t i ~ .' .; ~ ,1t ~ = t s;l„ ,T?T;:-f' fIJGIT ('Z~ GOIIST. 2IJyfI rSO~ 6XC,'66C~T}'}Jti j0~- i.l?~i,., ~ .: 1,;,fYnf ~ ,i1.C,.I iT;., ray. i ".E .i !2~. r~ t. `: .~,'7 GI` c~7; j'1'Gti?~ ~',17F, LOTjrir.7 `d p7 SI ~.~ 1T7 Rfi){^. T6?; Pin ~:~~t c7 ~->,,:-.~~ ~G.:...i: u., :.,...t..•.~..): ~,.~ (; ~ ~500(k-~ .~~-, tit= ~ , :20~0~1~~~; r . 77T~J~ilrJS./ :tl.<,1)E~t 1J7.(tnrr,t)li j~fflT H u _• ,,.• Pr"F'1r°}~~19h ~~'."."'""""0~ '*'tP'±~! 1 r. 1 3' ' , f.::"j el! a'(-. r. ' ; t 1 °1 cr,, j( i ~ , `fin }w'hiCji j' r--least radius aF ;;gyration of memb~J/e),r zn vneches. 7 .~.. ,,. .L'd! t '{ Ill;z' „". r •.i f ,.'7 rtill4 jJ , i t~ ~ I ~ ~ .€];!Jc;'7.2 :1, (,~LeDOJV~'- ~(.. y. :~ G~.~A,r.l~c.' t ,.t>.n a od 1 028~- I' '~ ~~SR~~~;br?~J?:~,aladj~il~,te ~irde~s~ ~; ~~ 141~Cr~~B ) ( + 4 ~te~t ~ ~ 2, - r .,~ „ •).,i, li ,)LF, 331TIJ, 31 ~2 )I.Tr'~., ~,r~ ,i•ji r,. o,.l .j 1) C r~,0I/t 3LT t }, i . I. ~ , i 3' - ~ 1 ~ F ~ {y ,, yy,,.fg t - , ,, J,ln2ans e t i; t . r _ ~,, ~,~~ f~"t`'i CZ~~i '1S.' 71;cPr r ,~< . f; u ` , 1 !f(irl ::1 ,1 ,t t.; '..'' r; /'t.; ~ ~ ,~ , = 7 ~s 1 j .. r fL>, n b l.ngs. ~npa Ln~ i ~^. t ,r, 1 ar'beazz~istvvi'l,bl~regx~sred. u~~~(~~v~?(~?~>,. ~~.. , .., '~$Ota'GH'S''SRflN.i ~ 1• .. 'i.i~.t 9..,t,S~.~`': ;i .s ! ~-; .,.ia L :(,'~~.. i l,oxl•ri .., ,. ~ t„ Max.leeser'etreas .t~. 't •.,- AtternateTension ~)„ -. ,r .~;"Ohi'~OL~dp~~9~1.(W].~t~33]~7t1~~Slrl .f;)rrlf.~.CfOHI'~D~963,~10~~}Jb L~c3.rb a}s.-~~~.fg' and Comp~reslsion. ~ ;;tCl(r tit. i'+ T'tiaff 2j3;Pil' 7,, r 1; ,1 ,1 t 1 .;; r,. I l iti71l)l. ~l`2~ ~t~~~'aY`'~4it~~`~~~~r : ' jjIIE1~;.'cIXIIGFLti:;rj ..._ ~ C)'~E7 Uh~~V11~~~'• <•• 7~ r0~ A member subject to transverse stress, in,,~dcl_itio~tto^the tension orcompressyan due to .Combined Stress. ~"o~o`}n,`e'~ s~i~~s, v~hie'h shall not exceed 12, 500 its ositiona shall be proporti~5h~t~`-~lzie ~-r ,(: ~zrv~r a.. me ~•. ands er s uare inch for steel. po~nd~s per sc~uar~ inch for iron, or 15,.000 po P q ~ r7 ~,Tc~' ,rrt(~ ~?t)f~i ~,;, i ,C_'IiT.(! \ ,a ~.?,'ti'i.i,iT-,,('H`-;E !7 t ~~,a'•{~:'~ 9 t ~-:__'., , ~...T ,r (~ j;i'L~3;AT:~~". 12000 :i _%' w~l ~ ~n dins ana rivets . .. f .. .~ .. 10000 , ..,r t - r ~ ('Y } iT ` )1' r a) ,:r,.i;J at (. r.7J ~^~. TyC'15[1RI.(;P; ~' ~! 17f7C7 7 ~~ \ Shearing. ~ : ~(~n'webs"n~ ~la~e~ ~i~ders :..:... ........ . ±\)~~:;; <.~,n..,.1Jr~.~rE;. }tl rJ :~ ,.. .. 20000 24000 - l r,.r, )Qi ~~,al~le~~,er of,~,7(in.and rivet hale bi.'v(g«t~8~„t (,u~~I • -' ,J~.a su(1 r~q~bl~t).zrla of atin~ f ~ '~': ~ , ... ~ ~ .. ......... On extr~m~ ~~er ~ pi s Fl'.orri~~eft~ d~i~te~Fin theifield(~rov>~sionTVC 11 be)rmade,25 per scent ~n e•xce~s~ b~ya oveQre- ~ sending. ;.I)]: .. ~6p8 ! ! 7t (q~~e~~'t Fr("' '' "~ `, r ALLOWED STS,ESS FOR TIMcBER• ~r ~ - r r It, >?IS1, (-7f f,' ~` .1''l ',~y (~~(,T L'~ I(.~~y~, Tp~~ i ~~y ~L"P~~O. IrI~JJ:t!,f; ~.,<' ~j;i'lt...t i_.' , 1_ ( er'dLl't0s~) T 1a7~IIE)S.'~~'""1 `Yellow pine or white oak. , .'..: • taut << 1200 lbs. per square inch. ICI seance. } White pine or hemlock.......:jr. ~:~;•,~~1,~ 0.~1~~F'B'~ waITE PINE ~ YELLOW PINE? u ;r~,z~ r r, ,)~r'iltttl .02 ~ ~2 (1° i 1;1, ~ ~ •; ~'. I1yyA1r. , ~ l 1 F ' 0'~2-) 1000 (1 .002-) 3 F;~ .~r~ .(~' .fK' 'C7t.. '1,1.t T`,5' r'.T.'Irr~t ). 14bQ, i?T~~i~ t,t,'~: fT~.9"1i; !_t:t ,i .1 S.i(,'r} ~ (>?_`: Cl'}, i I`~n~a.erxnfe ,j. 1 E^`rt ~ '~- "~ 1 ~" r~ ti,~, ~ -f c, ';;1J1 ', ~yG2 ~'1~VVl~~:(~-~-=~,`lilJc~2')It1(';f ?Ii 09(16Cr Ix:ritt,^... _ ; i7 fJ fF]J fr i.( i. i r )'i 1:, i ` ,- ,. , ,_... ,,.. ~ 14QV .' (~ ~' ~D~c~ ~~-~• ~•' 1 ' , 2 ~ r One fiat" and one pin end ~. d IBA~~~F) ,. - r •, ,drtrfr;;. tr lit ;~ }),t(yp~r, Vin(, .,;,'Cp' mg(Sr%Io~~l Toy`. ,;, Ln a3 t ~`> ,;:,:ir '. ~ 400 G- 1 -- -j-.00 -) --- ',; , los~ga iJE,;. ~ul ,T ~( ! .... .... 1 -(1-{- 004 ) 000 (1 1n eu~S.....'. t,•, :,A,.t s; J.aSr, ~r. i" ~ (le? ;.1 r7' ,, ,- ry~~('..~iI.Oft~ i. 1-)'.:,~i,,Ji:t;..'it)€i:,;.l , L~,S.~!• .L-0 ., ~ ~ ~'-•':1` Fr. F. .F ~ ~ ~,_ _, . "'_ ~ d ~ -ratio of len t~~c~Q~~~.dimension in z.nches. "'"~. '~' .. ,;, ,,,, . .~ .~ WIND ,~~AC,INGt , . , Lateralrods will be proportioned to resist the following uniformly distributed moving ~ loads per lineal foot of bridge: IInloaded frames 125 pounds for spans of 200 feet or under and 2.5 pounds fore of i 4~ length. , „~„ ~ <- , _ ~ '•w .. .. . Loaded frames 250 pounds for spans of 200 feet and under; and' 2.5 pounds for each additional foot in length. `, Laxeral'~strnts The ~,a~eral,struts shall be proportioned to.resist the resultant due to ' 10, 000 pounds per square loch upon all rods attached to them;,, - ~ inltla~> stress of ' j.- neattra• J~?) b 7, p, l,:,c ,, ' eJ~' ~'{ ~~ PLA.TE GFIRDERS "' r. , ~ ~ e et i~„11 i~%~ 1 rrLG 4a~Fi;. !;' Flanges The compressed fl~rigea will be stayed tilaln'sve~~e~y'whei~`'tlierr length`I.s~more~an 5 thin times their width. ~ ' "" -' + . - Y. ~ ~,,. webs One sixth of th ,. ~ . > ~ splices. ~ we s all be considered as available area in each - , . flange, except at web ~r'~ ~~:~ , A r~" ~ All web ,~lat~e~s~~ha~l be s~~iffened atlth }-ginner ,edges of end wrings and ~~~~ pointts of '~' local concentrated load~ln~s _ ' , ,. Interme`tliate stlf~ene~sf wlll'be used if the. shearing stress pe ! "~ i; ' r ~~ f,,,. r- ~q~uare inch of~ web exceeds 15000 (1-I-3000t2~~ in which d clear distance between flange;,a,ngles,gr,stifEening,a~lgles, and ,~ ,, r, t=thlc~ness of we`b.' , . ';,; , ~~, r ,~ , `;;`;` ;:` ` q~ENERAL` G~'ON'DITIONS IInsymmetrical notions Unsymmetrical sectoh.r co osed''o`f t~vb ~. ~~ ,;,", ,>~.~> ~ roA'ed br~i~i~eted'~~h2~~+m:els and one plate shall ,rarEr.,~.r,{. 1:;~ ,o:~ be so proportioned~h.~~!tb`~•~e~yt~~ro~i~~.n abutt~ganenl'eb~rsrekrar~lrl~er*~he same stra~ht•~`.~' •. ... ortai'and Tog' ., ,.:..,, ~~_ struts All iron through bridges, exceptspony trusses, well have roe ht-iron g' portals rigidly attached tq•!tue•endrbraces;,azl:d;tap ~xkte~drl:s~u~,q pfig~dl.~y,~t~l~.q~1~o.the.ck~ord,s,. ~,,,. ~ a Snbstruts When the depth of truss exc e~1.S 3Q: e u ' ` ' Diagonals ri~ , ~f~pt,~s ~b~zt~-;a~l}d p.~,erhead diagonal bracing will ,i be provided at each verticsai oJ$: ~ A • i! .h' a sverse braein at each ost. p ~ ~~ ~~~g~~<; cony Trusses ~ ~,~~, ~ ~~--, g p Poney trusses will be stayed at each panel point by sidle braces leading from ahe top ~~:~~~te,of~o,~o,~,~siy~1~JA~;b~'r,a y . 8{~~~ e met s,, Through plate or lattice girders wl l be stays by gusse1ts 'at each $oo~ beam ox trans- verse strut. ~„ j "t ~'1 tT ~ ~~ t 'rat, c (~ 72 fJ~ a~>:I.J~'IGIJ O~ A7ST;7'J6I: i17 IfJ6;.jJ;;c• Bolsters There shall be'v~r ~ nd of rid ~ e securel anchored to the masonr p '~ ~'~ ~~~~ ~~ g y Y pro er~ro~lsimn - .»n •~~ -- Boners - r®~~ 1, s~ :All~:bridges exceeding 75 feet in• length sh k e , one end nest of,.#{urn~e~l friction ~_ ~ ,~'~ ~ f ~-- ,, • ,, ~ _ , rollers of wrought-iron or steel bearing upon planed surfac®s. The rollers shall be ~ot less than 2 inches in diameter, and the pressure per lineal inch °f roller shall not exceed> the fol- , la~vi~Ig:~~'w~f~dug"l~i~t~i~ein',~~1200~~ steel. 15001/d~ d;~eprese;:rtingdiameter:q~,a~,Qll~r,n-Inches. ' ~ For bridges less than 75 feet, one end shall be free to move upon plane surfaces li4ekl'latsa~:•.u ' Bed lates shall be so ro ortioned that the p p pressureyu on masonr s _ p y hall not • exceed . 1" 1, . 300 fpdu'ir'ds per square loch. Ede Bars The heads of eye bars shall not be less in strength than the body of the bar. '~ Rode . - 1'"' S'lid' area at b`ase' uf'~fl'read in:''the' i~p'set ends of rlsds's~all.'be''great'ei~ ~h afi'=ire area of the . roc~ a~ least'f7 per cent. No rod shall be less than~~ihch in diameter ~ ~ ~ ' Rivets ~ , . , , , `'" '~Pii~"distance''~etween centers of rivets for plates strained in compressl~on shall not e~ceed't`weni;y'tlinies the thickness of plate in lin o~' ~st~ e . ess, nor forty times tlie.~thickness of p~cE7g`'ai;'rig'ltt`afigles to line of stress. The '~-'itch of;~rivets :shall; not'~exoeed 8 inches; lior''l~e: ~' less than 3 diameters of the rivets. < , . . .. _.-<.Mngpi~os Hp4q''`~"'` A11 pin holes shall bareinf+~~ceci..-when;+-iY.eeessa~cyr~so ~as.:Wait+.to;exceed the allowed pres- ~•: sure the;. ~ns,~, cl;r . $ relnfor~cxag., ats ~,Ii1b1St, ro., ' 0~.7,~ p ~ . ~~ ... ~ Z?~...,~ • ... , I~~>~••~ent number f ~~~ ~~ ~ .. . ~ .. __ ~ cis t4~ o~:safety ~pf at :least .;~. ~, LeastThiokness otPlates . .-; ~ - ~ p]~, S f 1 ~ t,~,,. ~ 1 ch ck~h~gn I ~ S~J ~ '~~i'J ~~v ~ ~ ~~ 1} .~ ~,~11, ~,,~tb. ,faces ~re,a,ccesslbl~.#o .,;1 1 a ~ ~ ~~" ~ . ` I Tie Plates sad I~~ ,, tes y , ~ ., , L ~~~,. ~ ~ nom; , ~ ~7;.~;'~ lY}G~11 'tl~~~: ~ •o~.x qne ~ace.rs,~,cc~ssalale, :.. t , ~- ; ^ ~ + ;. '~ - ~ i, ,'; -- ,r ~s,...w..~ zsg6 ~~F~b~,scR~ ~n#B~';s,~~p@,n, ,?~?~e~r~c~Qn?pA~°~' ~J£a ~~14 •~~~'~~~nly -a'n~1't tr 77~7°"~ i ~ ~ ' ' A " ., • ~ • r ) rt ~ i J r C shape ~?l o. ~~e~.~~~a~,~~:~,~~~~~~ € R~!ny,~.,y11'~1~i~.,, ~ ti}e.~lates ayt ~~aU,,~, ` "t" "1; ~C-j~. :J~CI3~~1~;~ 7 1 ' ~ l l i a Eo~~,°`'rt°~~ . t~bG ~ J i .l>.t) ~~Zgona ac ng b rs at intermediate points, except for top chords and "end braces having a dept~i o~ ekes, ~' r~~.q: ~~Rd; :itrtpler.<ti~7 1 # ~~, ~.,~~ .~~~.~~.. x;.P. ~...~?f'~ ~~ si~.~~xit~t~~l_ ~ w~ ~.~~'~' ~ ice ., r e o ~. f, t - for lacing on the under side of member. Tie plates shall have a len th e l t d pt i g qua o e l of member at all hinged points, and at fixes=~~,s~~. of 5 inches for spans up to 150 feet , and 71/2 inches for longer spans. Intermediate joiz><ts in the top chord shall be provided with tie plates, at~ottom and, .splice, plates at side of sufficient length to hold the parts truly in a -~- s ~ ~.. ~ _r. o t ~ i p sl lon.k ~ Laoing• i The sizes of diagonal lacing bar`s s$all`'~e as follows, ~'vizs ~ '- 11,2 x 1/4 inch for members having a depth of 6 inches and under. 1$/4 x 3/4 inch for members having a depth: of 7 to 9 inches . 2x1/4 inches foriemb~rs hav<.~, depth of 1Q 12 ches., ,~,~ o ,,,,,, 2 x s/is inches for'afiaie~ri~bers havin a'~'t~r°~ ~~~l~~ s ' g o che . cF ~sSt S I ,.. ,. 3 .. ... ~ ;. [2, __ ~~ e .~ ~ ~ ~ ~ ' ~ ~ ~ s and rollersturned; - AbuttinQ~'` omits, and bals}t.~' `pies ~owve~'r~,ller~~sJ~'a~`beTlaried, p?n _ ' aiid workmanship first clan's "7n beery paxtrcular. 'i'he Five€s shall be machine-driven when= f . `" eyex possible ~ ~. /_ " QQgLITY OF MATERIAL The iron must, be tough, fibrous, ductile, of uniform quality, free from flaws and <'; wrousht iron injurious cracks along the°edges, and of workmanlike finish.. ~ For tenao~i.~members; full size pieces not' over' 4i/,~ inches sectional area.shall have an ~,..,,; er cent . in their whole ultimate strength of, 48,000 ponncls per'square inch,` enc. stretch 122 p "Ten th:,. Bara:'of lax er sectional "area than 4Y%2,square inches shall be allowed :a seduction of g ~ g ; ,,, 1;000.pounds per, square inch down to a minimum of 46,000 pounds pex square'inch. .•y~ Specimens taken from bard having a sectional axea not over 4?~2 square inches shall ~'"~'~ '""' have an ultimate strength',of 50,000 pounds.per square inch, an elastic limit of 26,000 pounds +~. .. ~. per square inch, and elo~ig?ate 1$ :per cent in' 8 inches. ~~ `ken from bares v~i?3 a lar' er sectional area than 4~~ square znches will Toe. ~~ ~ _~«-~ . , ;.~ ~?e~~ , . uare ~.c o, a sec io " •a~Tio~ec~ l~,rec~ln~bf''~6'f}~xouni pe~5c.'s~~iarc`??zCh s#ar each additsona~: sq;' - - ;~ ~ ' ~ -"~`. 1. ~. ,.,.p1VSCsWUC rv~ 1,..~,. c.c... c.v .~.. ..-.r..:. ....,., ..., t,.,.,»..__.., - --- ---,r-- -.- .., , shall Have an ultimate strength of 46, 000 pounds per' square inch, and elongate 10 per cent. in 8 inches. The iron shall bend cold around a curve whose diameter is equal to three times the thickness of the bar, at least 90 degrees for plates and shapes and 180 degrees for bar iron. steel Steel, except in rivets, shall have an ultimate strength of not less than 60,000 pounds. per square inch, nor more than 68,000 pounds per square inch, an elastic limit of not less than 35, 000 pounds -per square inch, an elongation in 8 inches of not less than 22 per cent, and show a reduction in area at point of fracture of not less than 45 per cent. Rivet steel shall have an ultimate strength of 52,000 to 60,000 pounds per square inch, an elastic limit of not less than 33,000 pounds per square inch, an elongation in 8 inches of not less than 25 per cent, and a reduction of area at point of fracture of not less than 50 per cent, and shall be capable of bending double, flat, without sign of fracture on convex side of bend.. Finished bars must be free from injurious flaws or cracks and must have a workmanlike finish. The tensile strength, limit of elasticity, and ductility shall be determined from stand- • and test pieces which represent in all respects the quality of the finished material. sect Iron Castings"shall be of best quality o so gray iron, specimen ar 4 feet 6 inches between supports shall bear without- breaking a weight of 450 rounds sus- pended at the center. Timber All timber must be of good quality, sawed true, and out of wind. It shall be free from wind-shakes, loose or rotten knots, or other defects that will impair its strength or durability. PAINTING Painting All surfaces in contact with each other will receive one coat of oxide-of-iron paint before assembling, and all other surfaces one coat of linseed oil before shipment, with the egeeption .. ..m nrlxic~r-e~i}} rroeiv~rrea~e,-r~ec~a~-~-€ --•l^~t^ la~.i anA 1-allnw All lron~'o[?Ork t0 receive one coat of paint after erection. INSPECTION Insgeetion Ample facilities for inspection of material and workmanship will be furnished a duly qualified inspector. Tests on small specimens, to determine the quality of the iron, will be made free of charge, but must be done at the mill before any work is done upon the iron at the shops. Tests on full-sized parts of the structure will be made at the expense of the party ordering them. ~3~ ;~„ - :. z _ q ~` 4.. ~' ,_~, ~. - ~ .:. s`o ~, ^~ !A'i w5 -. Y1 ~ - y v ~ - '~ .=~ `_' ~; K.. _ _ _. -- { _ .. ti r ~_ ~ G' _ -.. fi _ i t(--'J ~. ~ ~'- - ~S Fes-.. ~,;~ 4 i\_ _ 4 t ~ u yt 1 •3 !~ '~ L ti ~~ ~„ ,.. '.Lg Fr:. U ~' u - ,-. ~ i? - j ~c< _ .t~ ~ _ 'l. _.. n ~ ~. .r~~ -... `. r ~.. _ 1. ~} w ~ _ ' ~-: _ .2:~ (~ H t ~ ^~ r ~,~ :_ itic o' W. :_ ~; ~: :~; ~; ~' _ ~~~. 5' ;~- t~ `y `~, .", ~-, Cv .L ~ } - 'J „. ^^H• +-9 ~~ wi W 1 `1 <{ ~~ :t 4 1 .1 M, -... ~. .~,{ f-R _ e - ~+ti ti !-i e-{ ;~,y .~ .~ ~~ ~. R'. ti y.%, ~; H i~ :? ?ti Y, `~ C ~ _~ i ,,~ 5; . 7 ti~ `~~D h. 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