xt7bzk55f62g_96 https://exploreuk.uky.edu/dips/xt7bzk55f62g/data/mets.xml https://exploreuk.uky.edu/dips/xt7bzk55f62g/data/61m145.dao.xml Perry family 4.7 Cubic Feet 11 boxes The Perry family papers (dated 1800-1952; 4.7 cubic feet; 11 boxes) consists of correspondence, accounts, business vouchers, bills of lading, receipts, and legal documents relating to Fountain Perry's river shipping business and Roderick Perry's public service and law career in Gallatin County, Kentucky. archival material English University of Kentucky This digital resource may be freely searched and displayed.  Permission must be received for subsequent distribution in print or electronically.  Physical rights are retained by the owning repository.  Copyright is retained in accordance with U. S. copyright laws.  For information about permissions to reproduce or publish, contact the Special Collections Research Center. Perry family papers Inland Water Transportation -- United States Bridges -- Design and construction. Bridges -- Kentucky Business records -- Kentucky -- Warsaw. Shipping -- Ohio River. Shipping -- Mississippi River. Boatmen. Bills of lading. Columbia Bridge Works Diagrams text Columbia Bridge Works Diagrams 2015 https://exploreuk.uky.edu/dips/xt7bzk55f62g/data/61m145/61m145_11/61m145_11_4/61m145_11_4_145/61m145_11_4_145.pdf 1879 1879 1879 section false xt7bzk55f62g_96 xt7bzk55f62g U'
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‘ All of the ])l`ll1Cll'1{ll Membei-s 0f the Bridge will be of \\rl‘Oll{j_`l1t ll`O1l.
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its i1;111gg$ 111 vg1·{iC;1l P];1111»S7 i Stillness Of tl'l1%l)l`lLlg(} over \V]'l{l,l1{L single large bolt \V()lll(,l 1l0, Owing si1lel1ei11g twice the 1l1:11111-11-1*11l Tl1G`)Olt» 011 \\’l1;211t <*<11mS; H10 ____________   ____   __________ _ _______ in {L },om1]_ (;7;%11·1(·k mlls will be
to the fact of the single l10lt aeting as {11l1lV(1t, ;11·o11111l \VlllL‘l1, to 2 hogs 1111 wl11el1 1l112l1;1g1>1111ls 1011111 1,t 11 ill l11 ..............................   and   _______   _______
U CCl`t2Illl extent, the (ill()l`(l will llll`ll \\'ll(§llC\`(‘l' }Ll{L1`g`€PH,]l€l loam .( .... Z'$ii.i..’.("7. ........................... 1111·l1es111 (llH1llt;lZ0l’. I in 2 PNNL FlOm_]1,l{mkSWm  
. i . . . i . . . p21SS€S 0\'01‘ the lJ1‘1tlg€. · Tho Floor l1;1te1-:1ls will lve l·()l'![1(‘(l 01 1‘011111l l)21l` ll`Oll, 11111l Wlll bc   § @4 ____
as 1•0l)l·L1SG]1tC(1 111 the d1—a“*]llg·’ g•lV1ug· {lll thc Vcrtlcnl Sflfhlcss 1-0-   E l . · { ,,,,, ,,,_,,,,_ ,,,,,,.,...,,,,,...,..,.... ...... ...... .... ...····r-· ··-- · -··· xm"'
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gi-eat hull; 0t 1l12ll't‘I‘l2Il l)(*1l1g‘ l‘ODlO\’Q(1 to the 1111-tl11·st (llSt2lllCO 11-11111 If l1‘011 l‘lO0l` l»<-=11·¤~ UW ll“"‘ » l- **.1 “l °‘“‘*l”- " 1 N **·***‘‘‘‘‘‘‘‘   _______   _____________________ _ _______________ _ ____,,,,,.,. . ....
il v01‘t1<¢¤11 1111110, 1·=1$Si11g; 1111-~111g11 1110 center of the Truss l<»¤¤gitu<1i— *11110 1111111 1-.,11s of 111111 __,_,,,     ..,.,,,,..,,,..., ll](fll 1 11€11111, ........................ . ..... l11<‘l1 ...............................---·· T 1>¤=¤111, 11-11%- hmmm Crm moO,,_ The 11·1OOl.1g»1m]k1 will 1,11 W1111 SL.11;111 11111111
nally, 111:1kesit l1y l·LLl` the stiflest illlll sti-eugest choi-nl 111 that di1‘¢-0- S111—111/W1] ut the 1111111110 of 111011- lQ]]g`}[})S’ to 1)1°(*`vO]lt tho possibility 01 C11 by _________,_,________ , _,,,., , ,.................. . .................· - ··-·--·-···-·- to 11111 1<`l()1)[* ,]'(1igts_
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Si-) that ilu ni Him Hmtfllml mllst uct; "'h`°l`.” not thc (law "'h°",ll‘° Shocks {mm “`lllCl°S OY Ollmr 11-<--V11-ss l·1** The lHtCl_lm_diut0 Posts me t·m_mOd   '·_·_ inch jusmmc by SICOVO nuts, Tho E-mm Ot- the stmt is im o(1o]1otom1 Irmh {md Wm roooivo two Coats of- good mlmwal 1,111111; 11111ltl;1xs1>e1l
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l1l\lY`(l l1llH€$ tl1C tC&1‘l1lg` £1l`0€L Ol. T~l10 b211‘S Of WlkiCl1 the Cl10l‘1l is I]1;ld(§, Ql11)r1l, l1;1\*i11g 1111 1(¤111l1~]11·y t1) t,ll1`11 (11- 1-1-\‘()l\‘1- {\,l‘O\ll1(l 311 pin, as i 1 just l>0t\\‘(*1‘1l the <‘l1<>l'1‘ W {1) WU gd llli 11111 I) ilu/h V A nl lt Qulwtqutiql
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the l)l`1¢l§<*, Wl11Ch ]>1`<1\'U11TS V1l11‘21t1011 fI‘O111 l111‘gO Y`i10\'l1lg lo111ls; the The 11111111 l)111g011;1ls 51111] C()\[l1tC]‘S w1ll l111 (‘()]lSl]1‘llCt(}(l 0{ 1*011111 _ 111 The l>1‘11 l1>}?,, l1{ 'l;1;1;~)l l*l<><>1 H- \VoO(1oo F1ool. Domus oro Hood, thoy w1ll be __,__,,,, , .,...... . .....
I Sll`Ul?('l'llllg Ul. tlllf Cl10l`ll l111llCl‘ Thi! 111i1Xl11l11111 lflilll lvl 2LlS(1 1‘c1l $111131-13 01- Hut l1;11· i1·O117 }1[[Vi]1é‘ (g1-11ss sQ1~ti1111s as sl1(1w11 (111 tl1o1li1 B1-;1111S z1l‘1* 1101 (lOSll'l‘‘{g*/ 6 ·'i*>i`} l
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    Number of spans .......,...,.....,,,......... i ...................... °`““‘ r Number of Panels .............. . ................................... *‘?<»¤e J Weight of Load per panel (producing stress ................ "¢("’ l Stress (compression) on Posts per eq, in ,,,_,,__   1____ "“ ‘ ‘ ’ i
  Length of Spans Qc to c of End Pins) ,......................, TY I Length of Panels, .................................................. ’-/,4 ' lvéight of Blillgé will L0=l"<¢f’¢ bil‘€SS (COI1lpl‘€SS10li) OH ilop Chords per sq. lll. ........... L. . ,.,'v ( Total strength of one Span in tons ,........,,.,,,,,,,,,,,,,,,, _; yu ~
  Vifidth of Wagon-way in the clear ..,,,..,,.......,.,..._...... rg * \Veight of Load per lineal foot (producing stress) ........ /€ £ll‘lV€l1. i The Overhead Latorals will be forrriod of round bar iron, averag- \ inches in CFOSS S€Cl3iOIl. The FlOOI‘ lllanks will be well Sllilihll (lO“`ll  
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I lhfihiéi ln diameter, making a shearing area equal to one and one-l They ¤1‘€ S0 Ipackhil that .llS€(l as ilrhwhl with ii l0€l(l_(llSU`1lZ>l1i€*l i ing not less than ....... €i<.+>e~>..:.£y’;e.4Q.§T‘ ......... inches in diameter,   to the li loor Joists. O · · l T ‘  
l third tiiiigs tlio foal-ing area of thg bays of vvhich thg ohol-(l lg {Dade, l thI`0UghOllt iLll€lI‘ léllgth, Wlll be l'€SlSt€d Gflllfllly well lll all (lll`0t‘- l proporly l)l‘()P()[‘t,l()[]Q(l and yiiittod, tliroad gods upset, 5   lLlII1l')€1‘ (110l) OtheI‘\\'lSC Sp€C1ll€(l) Wlll be oi gflml   llllli (`l`  
l and the bars arg iriereaged in Sectional area sufficiently to allow ofl’tlOIlS, Wll1Ch WC ¤" _,_.,,,     .,,. , ,,.,,,,, inch ,...,...,,,..    xii; ,..,........ I beam, truss- l to the S3tiSil10ii011 of il1€ l>¤l`il€S i11i€i`€Si0*l· l
l the l)I‘i(lg‘e, which prevents vibration fron] large moving loads; the revolve ¤l`OllU(l 21 pill, 39 ih Oth€l` bridges whose l)0SlS Sh0lllll be cal-   ed l,>»__;_/ii_§5_r_ ____ [ 255 ____ Qi {arg _____     ___________   When Sidewalks BFG W2rDt0d`iZh€ il00I`lJ€k1HlSWill l>G€Xii€¤M/%;»4
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