i ! 3A ILLINOIS STEEL COMPANY SECTIONS OF RAILS AND SPLICE BARS, 1897. GENERAL OFFICES: THE ROOKERY, CHICAGO, ILL. BRANCH OFFICES: NEW YORK, N. Y. ST. LOUIS, MO. NEW ORLEANS, LA. ST. PAUL, MINN, CLEVELAND, O. DENVER, COL. LONDON, ENGLAND. V ILLINOIS STEEL COMPANY. STANDARD SPECIFICATIONS FOR STEEL RAILS, JANUARY 1st, 1897. SECTION 1. The section of the rail throughout its entire length shall conform to tin* American Society of Civil Engineers' Standard ( ) pounds per yard. The fit of the fishing or male templet shall he perfectly maintained. When the rolls are new the section of the rail may be one-sixty-fourth (1/64) of an inch low. As (lie rolling proceeds, a variation not exceeding oue-thirty-second (1/32) of an inch in excess of height over templet may be permitted in a delivery of ten thousand ( 1 0,000) tons of rails, after which the rolls must be reduced to standard height of such sections. The standard of measure to be Brown & Sharp United Stales Standard Steel Vernier Caliper Rule. WEIGHTS. SKC. 2. The weight of the rail shall be kept as near to ( ) pounds per yard as is practical after complying with Section No. 1. The rails shall be accepted and settled for according to actual weights. LENGTHS. SEC. 3. The standard length of rail shall bo thirty (30) feet, at a temperature of seventy (70) degrees Fahrenheit. Shorter rails having length of twenty-nine (20) to twenty-two (22) feet, inclusive, shall be accepted to the extent of ten(10) per cent, of the entire order. A variation in length of one-fourth (%) inch over or under the specified length will be allowed. CAMBERING AND STRAIGHTENING. SKC. 1. ( 'are I o be taken in cambering the rails so as to reduce the amount of work in the straightening press to a minimum. The rails must be straight in all directions as to both surface and line, without twists or kinks. FINISH. SKI . 5. The rails must be smooth on the head and bae, and free from all mechanical defects and (laws, and must be sawed square at the ends; the burrs made by the saws must be carefully chipped and filed off, particularly under the head and on the top of the flange, to insure proper fit of the angle bars. DRILLING. SEC. 6. The drilling for the bolts to be in strict conformity with the blueprint attached, or the dimensions given. Holes imperfectly drilled to be filed to proper dimensions. All holes must be accurate in every respect. BRANDING. SEC. 7. The section number, name of maker, year and month, to be rolled on the side of the web. The number of the heat to be stamped in the side of the web. CHEMICAL COMPOSITION. Sue. s. The chemical com position of standard rails under seventy (70) pounds per yard to be as follows : Carbon 37 to .45 Phosphorus not to exceed... .10 Sulphur not to exceed 05 Silicon 07 to .15 Manganese 70 to 1.10 The chemical composition of rails seventy (70) pounds and over per yard to be as follows: Carbon 45 to .55 Phosphorus not to exceed... .10 Sulphur not to exceed 05 Silicon 10 to .-!(> Manganese 80 to 1.00 TEST INGOTS. SEC. 9. From each heat one test ingot shall be cast 2%x2({x6 inches long. This to be drawn down at one heat by hammering to a test piece three-eighths (%) inches square by eighteen (18) to twenty (20) inches long. The same when cold to be required to bend to a right angle without breaking. This bar must be bent by blows from a hammer. CUTTING TO BLOOMS. SEC. 10. After cutting off or allowing for the sand on the top end of the ingot, at least twelve (12) inches more of seemingly solid steel shall be cut off that end of the bloom. If after cutting such length the steel does not look solid, the cutting shall be continued until it does. INSPECTION. SKC. 11. The inspector representing the purchaser shall have free entry to the works of the manufacturer at all times while his contract is being filled and shall have all reasonable facilities afforded to satisfy him that the rails are being made in accordance with these specifications. The manufacturer shall furnish daily the carbon determinations of each heat and a complete chemical analysis of at least one heat of each day and night turn in which each element is to be determined. No. 2 RAILS. SKC. 12. The requirements for No. 2 rails shall be the same as for No. 1, ex- cept that they will be accepted with a flaw in the head not exceeding one-fourth (Yi) inch, and a flaw in the flange not exceeding one-half (%) inch in depth. No. 2 rails to the extent of five per cent. (5%) of the entire order will be re- ceived. ILLINOIS STEEL COMPANY, CHICAGO. USEFUL INFORMATION ABOUT TRACK MATERIALS. AMOUNT IN TONS OF RAILS OF VARIOUS PATTERNS TO LAY ONE MILE OF TRACK. RAILROAD SPIKES. NUMBER OF FASTENINGS REQUIRED TO THE TON OF RAILS. 5ize Measured Under Head. Average Number Per Keg of 21)0 l.bs. Ties Two Feet Be- tween Centre and Four Spikes per Tie, Makes per Mile. RAIL USED. Weight per Yard. Inches. 5X - A r, x ," r> x X, 4^X % t x K x A I X / ; !'; X ft -", X % -", 875 400 450 680 00(1 680 720 900 L842 L800 Pounds. 5632 5280 4692 Kegs. 28.10 20. 1 28.46 19.92 17.60 16.62 14.66 11.78 7.86 6.86 45 to loo 40 to r,o 40 86 80 26 25 I'd 10 12 Weight of Rail per Yard. 24-foot Rail. 25-foot Rail. 26-foot Rail. 27-foot Rail. 28-foot Rail. 30-foot Rail. 33-foot Rail. 3!>H4 8630 8104 Poundi. 12 16 20 25 30 35 40 45 50 55 56 60 62 64 65 67 70 75 80 85 90 95 100 Joints. 23.33 17.50 14.00 11.20 9.83 8.00 7.00 6.22 5.60 5.09 5.00 4.66 4.51 4.37 4.30 4.17 Joints. 22.40 16.80 13.55 10.74 8.94 7.68 6.71 5.96 5.37 4.88 4.79 4.47 4.33 4.19 4.13 4.00 Joints. 21.53 16.15 12.92 10.32 8.60 7.38 6.45 5.74 5.16 4.69 4.61 4.30 4.16 4.03 3.97 3.85 Joints. 20.74 15.55 1 2. 1 1 9.96 8.29 7.11 6.22 5.52 4.97 4.52 4.44 4.14 4.01 3.88 3.82 3.71 Joints. 20.00 15.00 12.00 9.68 8.00 6.86 5.99 5.33 4.79 4.36 4.28 4.00 3.86 3.74 3.69 3.58 Joints. 18.66 14.00 11.20 8.96 7.46 6.40 5.60 4.97 4.48 4.07 4.00 3.73 3.61 3.50 3.44 3.34 3 20 Joints. 16.96 12.72 10.18 s.n 6.78 5.81 5.09 4.52 4.07 3.70 3.63 3.39 3.28 3.17 3.13 3.03 2.90 2.71 2.54 2.39 2.26 2.14 2.03 Weight vTrd. Tons per Mile. i2,sj: isis 1 , 1 : ISHSi 25,% 31-fffl 39,7;: 44 47 s v;; 55 62W8 70i13J{ 75#% 78H 814H8 88 891S 94ft 95HJK 99 Weight per Yard. Tons per Mile. 2!>32 = 9856 l :,7J X ll.s 10 12 16 20 25 28 30 35 40 45 48 50 52 66 57 60 61 63 ' 65 llw. 66 67 68 70 71 72 73 75 78 80 82 85 88 90 92 95 98 100 102.W5. mm 105ft% 1061H8 110 111HJ8 113ft 114HJ8 117^8 1224H8 125*138 128ttiB 133W8 138Aft 14Uft 144VH8 149,?.% 154 157A% 1172 = SPLICE BARS AND BOLTS FOR ONE MILE OF TRACK. Length of Rail. Feet. Number of Splice Bars Required. Number of Bolts Required. Number of Rails or Com plete Joints. 4-Hole Splice. ft Hull- Splice. 24 25 26 27 28 30 88 880 844 812 782 754 704 640 1,760 1,688 1,024 1,564 1,508 1,40s 1,280 2640 2582 2486 2846 2202 2112 1920 440 422 406 891 877 352 320 CROSS TIES PER MILE. 2.98 2.80 2.63 2.48 2.35 2.24 Centre to Centre. Ties. 18 inches 3,520 3.017 2,040 2.347 2.112 21 " > . . 27 " ;jo ' LIST OF RAILROADS USING RAILS. Name of Road. Section. Page. Name of Road. Section. Page. Name of Road. Section. Page. 0001 15 Chicago iV Eastern Illinois 6001 15 China & Japan Trading Co 6007 i<; \bbotsford & North Eastern R'v 5010 12 8004 57 Cincinnati Portsmouth Virginia 7506 5] 5014 13 Chicago & Eastern Illinois (15(11 '.-, Cincinnati Portsmouth & Virginia 5610 12 5610 12 6001 15 Citi/ens' Street R'v BattleCreek 0012 19 \nderson Electric Street R J y (id 12 10 Chicago & Erie 8005 58 Citizens' Street R'v Memphis 6001 16 Arcadia &' Betsy R R 5610 12 Chicago Ft Madison & Des Moines 5610 ]> Citv Electric R'v Port Huron 72( 13 47 5501 11 Chicago & Grand Trunk 0001 15 Citizens' Electric R'v, Light & Power Co 6012 19 0001 15 Chicago & Grand Trunk . I17(i! 31 Citv Street R'y Battle Creek 4504 K 5610 12 6702 32 7201 45 6001 15 Chicago & Grand Trunk 8004 r>7 City R'y Co St Louis 6007 16 Atchison Topeka & Santa Fe 6001) 18 6001 15 6001 15 6101 23 Chicago Great Western . . 7506 51 7011 II 6507 28 7010 40 0012 Hi 7005 37 Chicago Indiana & Eastern 7102 43 Columbus Street R'v 7203 47 7506 51 5610 12 0012 19 6701 31 Chicago & Indiana Coal 6001 15 Columbus Street R'v 4504 8 Yurora Street R'v Co 7005 37 Chicago, Kansas City & Texas 6001 15 Corean Railway 5610 12 8004 57 Chicago Kansas & Nebraska 6001 15 4504 s 8504 60 Chicago, Lake Shore & Eastern 6001 15 Detroit & Cincinnati 0001 US 6704 34 Chicago Lake Shore & Eastern 6009 18 Detroit Grand Rapids <5c Western 5010 12 Bay Cities Consolidated Street R'v 6001 15 Chicago, Lake Shore & Eastern 8004 57 Detroit, Grand Rapids ifc Western R'v 6001 16 6012 19 Chicago Lake Shore & Eastern 8001 55 Detroit South Shore & Atlantic 7204 48 I'x'ilford Bolt R'y 0001 15 Colorado Midland . .. 6001 15 Detroit Grand Rapids & Western 7010 40 7202 40 Chicago Milwaukee & St. Paul 5610 12 Drunimond & Southwestern 4504 8 Merlin & Waterloo Street R'v 6012 19 Chicago Milwaukee & St Paul . 6007 16 Dakota Wyoming & Missouri River H. H.. 6501 25 4504 8 Chicago, Milwaukee it St. Paul 7502 50 Dallas Terminal 6001 15 4802 9 Chicago Milwaukee & St Paul 8504 60 Des Moines Citv R'y 6012 19 6012 19 Chicago Milwaukee & St. Paul 6506 27 Des Moines & Kansas City 6001 16 Boone Vallev Coal & R'y Co 7007 38 Chicago & North- Western 5610 12 Des Moines Northern & Western 6602 80 Brainerd *.V~ Northern Minnesota 4504 8 Chicago & North-AVestern 6001 15 Des Moines, Northern & Western 6801 86 5610 12 Chicago & Vorth-AVestern 6501 25 Des Moines Union R'y 6801 86 6001 15 6506 27 5610 12 6602 30 Chicago & North- Western 7201 45 Des Moines & Union 6602 30 8004 57 8001 55 7203 47 6507 28 Chicago & North Michigan 6001 15 Dominion Construction Co , 8004 57 7506 51 6001 15 Duluth & Iron Range 0001 15 7507 52 Chicago Peoria & St. Louis 6009 18 Duluth South Shore it Atlantic 6001 16 7204 48 Chicago Rock Island & Pacific 8004 57 Duluth Missabe & Northern 6009 18 7301 49 Chicago, Rock Island & Pacific 6001 15 Duluth Missabe & Northern 8001 .-,.-, 6001 15 Chicago & South Bend 6001 15 Duluth & Iron Range 8001 55 5610 12 Chicago & South Side Rapid Transit R R Co 9001 61 Duluth Street R'y 0012 19 Central R'y Co of Peoria 6101 23 Chicago St Paul Minneapolis & Omaha 5610 12 Duluth Transfer Co 6602 30 8004 57 Chicago, St. Paul, Minneapolis & Omaha 6001 15 Duluth & AVinnipeg 6001 15 6001 15 Chicago St Paul Minneapolis & Omaha 6501 25 East St Louis Stock Yards 6001 16 Chicago Burlington & Northern 6601 29 Chicago, St. Paul. Minneapolis & Omaha 7201 45 East Tennessee, Virginia & Georgia 7506 51 7506 51 Chicago St Paul, Minneapolis & Omaha 8001 55 Elgin Joliet & Eastern 6001 15 6002 30 6001 15 Elgin Joliet & Eastern 6007 16 0507 28 Chicago & West Michigan 5610 12 Elgin Joliet & Eastern 860] 25 0001 29 6001 15 Elgin Joliet & Eastern 0504 20 5501 11 Chicago & West Michigan 7010 40 Elgin Joliet & Eastern C.Tdl 81 Chicago City R'v 7011 41 6601 29 Elgin Joliet & Eastern 7502 no Chicago General R'v.... 7011 41 Chicago & Western Indiana.... 8001 r>r> Elgin, Joliet & Eastern 8001 .-,.-, LIST OF RAILROADS USING RAILS Continued. Name of Road. Section. Page Name of Road. Section. Page Name of Road. Section. Page. (',702 600] (',.-,01 (iOOl 701 6012 6702 6001 5610 5610 6009 6012 6603 6012 5610 7007 5610 5610 5610 (',009 6801 7507 7509 M003 7005 5615 6001 .-><;io 4802 5005 4504 4802 4504 5610 6001 7010 7506 10001 6701 6001 (',507 (iOOl 6001 7005 5610 6001 5610 6702 5610 5610 4802 6012 32 15 2.-, 16 40 19 32 15 12 12 18 19 30 19 12 38 12 12 12 18 36 sa 54 56 37 14 15 12 9 10 8 9 8 12 15 40 51 64 31 15 28 15 15 37 12 15 12 32 12 12 9 19 1802 6001 6701 7502 7506 6702 6507 6001 (1001 600S 8503 6602 6601 6001 7005 4504 7208 6001 7506 6601 6504 7103 8004 8001 7102 8001 6001 6009 7203 0507 5610 6001 6001 6001 6701 6702 6704 6705 6012 5610 6012 4802 6012 6012 5610 5610 7010 8001 8004 5615 6701 5610 9 15 31 50 51 32 28 15 18 17 59 30 29 18 37 8 47 15 51 29 26 44 57 55 43 55 15 18 47 28 12 15 15 15 31 32 34 35 19 12 19 9 19 19 12 12 40 55 57 14 31 12 Milwaukee Lake Shore & Western 6001 7202 6001 .-,(110 6001 7203 7011 6012 4802 5610 4504 6001 6007 7013 6602 8001 5610 (',001 7202 5610 6ooi 5610 5610 0007 6602 7506 .-(110 6001 601 2 5610 7506 6504 8005 6009 6602 7201 5610 6001 6501 OOOH 5610 4802 7203 7011 7005 8503 6009 7010 6007 6507 6602 6701 IT, -Hi 18 12 18 47 41 19 s 12 s 1.-, 16 42 30 15 12 15 46 12 18 12 12 16 m 51 12 15 19 12 51 26 58 18 30 45 12 15 25 17 12 9 47 41 37 69 18 40 16 28 30 31 KIkhart & Western Kansa^ Citv Ft Scott & Memphis Milwaukee Lake Shore & Western Kvansville t.V' Terre Haute Milwaukee & Lake Winnebago Milwaukee & Northern Kva,nsville it Terre Haute Kansas Citv Ft Scott tv. Memphis Milwaukee & Northern Milwaukee Street K'v Kansas City, Memphis & Birmingham Kansas City, Memphis A: Hirminglin.ni Milwaukee Street R'v Fl Worth & Denver Citv Milwaukee Street R'y Ft \Vorth & Rio Grande Milwaukee & Superior Ft. Worth & Denver Citv R'v Kansas Citv Osceola & Southern Milwaukee & Wanwatosa, Ft Wayne Electric R'v Co Kansas City, St. Joe & Council Bluffs R.R.. Kaunas Citv Suburban Belt R'v Minneapolis Belt Line (ialveston, Houston *fc Henderson Minneapolis & Eastern < Jeiieral Eleetrie Minneapolis & St Louis Gen'l Power& Quick Transit Kickapoo Vallev t Northern Minneapolis & St. Louis Gilpin Tramwa,v Co La Crosse City R'y Minneapolis & St. Louis Minneapolis & St Louis Greenfield Jc Northern Lake Erie & Western Minneapolis, St. Paul & Sault Ste. Marie.. Minneapolis, St. Paul & Sanlt, Ste. Marie .. Minneapolis Union Great Northern Great Northern Lake Michigan Car Ferry Transfer Co Great Northern Minnesota Transfer Great Northern Lake Shore & Michigan Southern Minnesota Transfer R'y Co ' iiva t Northern Mississippi River & Bonne Terre 1 Ip'n l Northern Lake Street Elevated .... Missouri Kansas & Texas Grand Rapids & Indiana R R Lake Street Elevated Missouri Kansas & Texas Hamilton. Grinisby&Beamsvillef^lec. R'y.. Hammond Whiting t.V East Chieago Missouri Kansas & Texas R'y Missouri Pacific R. R Little Rock Hot Spring & Texas Mobile & Birmingham Hartford Construction Co Mt Clemens St R'y Hoadley & Co Munising R'y Ilouck's Missouri & Arkansas R R New Orleans & North Eastern Houck's Missouri *.V Arkansas R R . New York, Chicago & St. Louis Houston Citv Street, R'v New York Lake Erie & Western North Western Coal R'y Illinois Central Northern Pacific Illinois Central .. . . Northern Pacific Illinois Central Illinois Central Omaha & St. Louis Illinois Central Oregon Short Line Indiana Deeatur oi 3 20 Trinity Cameron & Western 6507 28 (Jut-bee. Montmorenrv & Charlevoix 7203 47 70or, 37 Twin City Rapid Transit Co 6012 19 Richmond City Electric Street R'v 6012 l!l 6001 15 Twin Citv Rapid Transit Co 8004 57 Kio Grande & Western 5610 12 CilMI'.l 18 ."i(il(l 12 Rio Grande & Western 6501 25 St Paul & Duluth 5610 12 Union Pacific 6008 17 Kockford City R'y Co 6012 1!) St Paul & Duluth 6703 ;Cj Union Pacific 700' 3!) Rock Island & Peoria 6001 15 St Paul & Duluth 7010 40 Union Pacific 7502 50 San Antonio & Gulf Shore 6001 15 St Paul & Duluth 7506 51 Union Stoek Yards Chicago C,(l( l| 15 Seattle Construction Co 720.-) 47 St Paul & Northern Pncilic 6602 30 Union Stock Yards Co., Sioux Citv 6001 15 Shebovgau Light & Power Co 4802 9 600!) 18 Union Stock Yards & Transit Co Chicago 75O2 50 Shebovgiin Light & Power Co .161 5 14 4504 8 Wabash & Chester 0101 23 South Bend Street K'v 701 1 41 6001 15 Wabash Chester & Western 6001 15 South Western Co 6007 16 6001 1 5 Wabash R'v Co 6301 24 Spokane Fulls & Northern 5610 12 7005 37 West Side Construction Co Chicago 8001 55 Springfield R'v Co 4802 9 N503 5ft Williamsville Greensville & St Louis 6001 15 Springfield R'v 6012 1!) Terre Haute Street R'v 6012 19 Wisconsin Central 7005 37 St. Joseph & Grand Island 6007 16 Terre Haute Street R'v 7203 47 Wisconsin Central 7007 38 St. Joseph Terminal 6101 2;j Texarkana & Ft Smith 5610 12 8001 55 St. Louis, Alton & Springfield 6001 15 Texas Central 561 12 Wisconsin Central 6001 15 St. Louis, Alton & Terre Haute 6701 81 Texas Central R'v 6001 15 Wisconsin & Michigan 6801 36 St. Louis, Alton & Terre Haute. 6001 15 Texas Midland R'v 6014 21 Wisconsin & Michigan 7506 51 St. Louis, Cape Girard & Ft. Smith 5610 12 Texas Midland R'y 7007 38 Wisconsin & Michigan 6001 15 St. Louis, Chicago & St. Paul 6001 15 6008 17 Wyoming & Pacific Improvement Co 6504 26 St. Louis, Keokuk 6t North Western.... 6602 3o Toledo. Manmee & Peoria.... 6012 19 OL-ASSIFMED INDEX OR RAILS. Showing List of Railroads Using Each Rail. A. . C. C. STAND. SECTION 4504. Bloomington City K'y. Rrainerd & Northern Minnesota, f'il.v Street- R'y, Battlo Creek. CoroiiMcIn Beach Co. ColiimhiiR Street H'y. Druminond A. South Western. Houston City Street K'y. Houek's Missouri At ArkaoiH K. La Crosse City R'y. Milwaukee At Tabor At NortlnTii. R. SECTION 4802. Bloomington City R'y Co. Hartford Construction Co. Houck's Missouri At. Arkniisns H. It. Joplin it Galena Electric H'y. Joliet Hailwivy Co. Milwaukee Street H'y. Marinetle (!as, Electric Light . & Street K'y. Oshkosh Street R'y. es Moines & Union. Duluth Transfer Co. Des Moines, Northern & Western. (ialveston, Houston & Henderson. Kansas City, St. Joe & Council Bluffs R. R. Minneapolis & St. Louis. Missouri, Kansas & TeNas. Northern Pacific. Peoria, Decntur & Kvansville. St. Paul & Northern Pacific. St. Louis, Keokuk & North Western. OLASSIFHED INDEX OF" FRAILS. Showing List of Railroads Using Each Rail. SECTION 6701. p. CE 31 SECTION 6801. PAGE 3. SECTION 7011. PAOC 4. Aurora Street R'y. Chicago & Grand Trunk. Elgin, .loliet & Eastern. Illinois Central. Louisville. New Albany & Chicago. Kansas CitV. Ft. Scott \- Memphis. Midland R'y Co. Pooria & Pekin 1'nion. St. Louis Merchant Bridge Terminal. St. Louis, Alton & Torre Haute. lies Mi lines I'nion K'y. DCS Moines, .Northern & Western. Greal Northern. Hot Springs Railway. Wisconsin & Michigan. Columbus Central. Chicago General R'y. Chicago Cil v K'v. Milwaukee SI reel Uy. I'ainesville. Kairporl & Richmond. South Bend Street K'y. SECTION 7005 PAGI 37. Atehison, Topeka& Santa ]'<-. Aurora Street R'y Co. Grand Rapids & Indiana K. It. Indianapolis Union. Kickapoo Valley & Nort hern. Pennsylvania Co. St. Louis Terminal. Terminal II. It. Association of St. Louis. Wisconsin Central. SECTION 7013. PAGE . Miniiea]iolis & St. Louis. SECTION 6702. P . OI . Chicago & Grand Trunk. Flint & Pore Manjuette. Iron Range & Huron Hay. Louisville. .New Albany & Chicago. Elk Mountain. Kansas City, Fort Scott & Memphis. SECTION 7IO2. p.oc 43. Chicago, Indiana & Eastern. Lake Street Elevated. SECTION 7007. PAOC 31. Boone Valley Coal & R'y 1 'o. Gilpin Tramwav Co. Texas Midland R'y. SECTION 7103. PAGC 44. SECTION 67O3. PAGE 33. Lake Shore & Michigan Southern. SI. Paul >V Ihilulh. Wisconsin Central. SECTION 7OO9 PAGE a.. SECTION 7201. PAGE 45. SECTION 6704. p. Qt . Union Pacific. Chicago & North- Western. Chicago, St. Paul, Minneapolis & Omaha. City Street R'y. Memphis. Northern Pacific. Baltimore & Ohio. Louisville. New Albany & Chicago. St. Louis & San Francisco. A . c. I. STAND. SECTION 7OIO. PAGE 40. Chicago & West Michigan. Chicago, Hammond & Western. Detroit, Grand Rapids & Western. Evansville& Terre Haute. Illinois Central. Michigan Central. Pooria. I)eeatiir& Evan.svillo. St. Paul& Dnliith. SECTION 72O2. pAoc4a. SECTION 6705. PAGE 36. Belleville Electric K'y. Milwaukee, Lake Shore & Western. Minneapolis, St. Paul & Saul! Ste. Marie. Louisville, New Albany & Chicago. OL. AS IF" I ED INDEX OR RAIL. Showing List of Railroads Using Each Rail. SECTION 7203. SECTION 7907. SECTION 8004-Continued. MGE 07. Columbus Street U'v. City Electric R'y. Port, Huron. Denver Tr;im\vuy Co. Lako Cities Electric R'v. Lincoln Street K'y. Milwaukee St. It' v. Ottawa Electric R'y. (Juebec, Hontmoreiicy & Charlevoix. Seat tie Construction Co. Terre Haute Street ll'.v. SECTION 7204. Canadian Pacific. Detroit, South Shore & Atlantic. SECTION 73OI. Canadian Pacific. SECTION 7502. Chicago, Milwaukee & St. Paul. Elgin, Juliet & Eastern. Kansas (Sty, Ft. Scott & Memphis. Union Pacific. I'nion Stock Yards & Transit Co., Chicago. A. s. c. c. STAND. SECTION 7S06. Atchison, Topeka & Santa Fe. Burlington & Missouri River in Nebraska. Chicago, Burlington & Qnincy. Cincinnati, Portsmouth & Virginia. Chicago Great Western. East Tennessee, Virginia & Georgia. Illinois Central. Kansas City, Ft. Scott & Memphis. Lake Erie & Western. Missouri, Kansas & Texas R'y. New Orleans & North Knsteni. St. Paul & Dnlnth. Wisconsin & Michigan. Great Northern. Hiltte. Anaconda & Pacific R'y. SECTION 7508. SECTION 7509. Great Northern. I'.ulle, Anaconda & Pacific R'y. SECTION 8001. Chicago, Lake Shove & Eastern. Chicago & North-Western. Chicago, St. Paul, Minneapolis & Omaha. Chicago & Western Indiana. Duluth & Iron Range. Dulutli. Missnbe& Northern. Elgin, Joliet & Eastern. Lake Street Elevated. Lake Superior & Inhpeming. Michigan Central. Wisconsin Central. West Side Construction Co., Chicago. SECTION 8O03. Great Northern. A. S. C. E. STAND. SECTION 8OO4. Baltimore & Ohio U'y. Burlington, Ceda,r Rapids & Northern. Chicago, Rock Island & Pacific. Chicago & Alton. Chicago & Eastern Illinois. Chicago, Lake Shore & Eastern. Chicago & Grand Trunk. Dominion Construction Co. Lake Shore & Michigan Southern. Michigan Central. Twin City Rapid Transit Co. Toronto, Hamilton & Buffalo R'y. SECTION 8005. Chicago & Erie. New York, Lake Erie & Western. SECTION 8503. Kansas City, Osceola & Southern. Pennsylvania Co. Terre Haute & Indianapolis. A. *. c. E. STAND. SECTION 85O4. Baltimore & Ohio. Chicago, Milwaukee& St. Paul. SECTION 9001. Chicago & South Side Rapid Transit R. R. Co. A. s. c. c. STAND. SECTION 9OO2. A.S.C.E. STAND. SECTION 95OI. A. S. C. E. STAND. SECTION IOOOI. Illinois Central. INDEX OF" SF=I_IOE BARS. Showing Partial List of Roads Using Each Section. Section 5614 A. Page 79. Alameda and Sun Joaquin. Section 6504 A. Page 90. Xew York, Chicago & St. Louis. Section 6801 A. Great Northern. Wisconsin & Michigan. Page 100. Section 6001 A. Page 81. Section 6506 A. Page 91. Chicago, Milwaukee & St. Paul. Section 7005 A. Pennsylvania Co. Grand Rapids & Indiana. Page 101. Section 6001 B. Page 82. Chicago, Rock Island & Pacific. Indiana, Illinois & Iowa. Kansas City, Fort Scott & Memphis. Section 6507 A. Page 92. Section 7O07 A. Wisconsin Central. Texas Midland. Page 102. Section 6007-A. Page 83. Chicago, Milwaukee & St. Paul. Elgin, Joliet & Eastern. Wisconsin Central. Section 6507 B. Page 93. Chicago, Burlington & Quincy. Trinity, Cameron & Western. Section 7010 A. Michigan Central. Elgin & Terre Haute. Chicago & West Michigan. Page 103. Section 6008 A. Page 84. The- Oregon It. R. & Navigation Co. Section 6601 A. Page 94. Chicago, Burlington & Quincy. Kansas City, St. Joe & Council Bluffs. Chicago & Western Indiana. Section 7010 B. Michigan Central. Page 104. Section 6009 A. Page 85. Little Rock, Hot Springs & Texas. Pennsylvania Co. Section 6602 A. Page 95. Northern Pacific. Section 7011-A. Page 10S. Section 6012 A. Page 86. Section 6602 B. Page 96. Chicago, Burlington & Quiucy. Des Moines, Northern & Western. Section 7013-A. Minneapolis & St. Louis. Page 106. Section 6014- A . Page 87 . Texas Midland. Section 6701 A. Page 97. Illinois Central. Section 7102 A. Lake Street Elevated. Page 107. Section 6015 A. Page 88. Section 6702 A. Page 98. Chicago & Grand Trunk. Elk Mountain. Kansas City, Port Scott & Memphis. Section 7201 A. Northern Pacific. Page 108. Section 6501 A. Page 89. Chicago & Eastern Illinois. Section 6705 A. Page 99. Louisville, New Albany & Chicago. St. Paul & Duluth. Section 7201 B. Chicago & North- Western. Page 109. INDEX OR F^L-IGE BAFR.-GONT.NUED. Showing Partial List of Roads Using Each Section. Section 7203 A. Page no. Salt Luke City R. E. Co. Section 8001 A. Michigan Central. Lake Superior & Ishpeming. Duluth, Missabe & Northern. Page 120. Section 8503 A. Pennsylvania CD. Page 130. Section 7204 A. Page in. Canadian Pacific. Section 8001 B. Chicago & North-Western. Page 121. Section 8504 A. Page 131. Section 7301 A. Page 112. Canadian Pacific. Section 9002 A s Page 132. Section 8003 A. Great, Northern. Page i. Section 7501 A. Page 113. Chicago, Milwaukee & St. Paul. Section 8004 A. Lake Shore & Michigan Southern. Page 123. Section 9501 A. Page 133. Section 7506 A. Page 114. Lake Eric & Western. New Orleans & North Eastern. St. Pnnl & Dnliith. Section 8004 B. Chicago, Rock Island & Pacific. Chicago & Eastern Illinois. Chicago, Lake Shore & Kastorn. Page 124. Section loooi A. Page 134. Section 7506 B. Page 115. Illinois Central. Kansas City, Fort Scott & Memphis. Cincinnati, Portsmouth & Virginia. Section loooi B. Illinois Central. Page 135. Section 8004 C. Chicago & Grand Trunk. Page 125. Section 7506 C. Page 116. Chicago, Burlington & Quincy. Wisconsin & Michigan. Truss Joint No. I. Chicago, Milwaukee & St. Paul. Michigan Central. Page 136. Section 8004 D. Michigan Central. Page 126. Section 7806 D. Page 117. Chicago Great Western. Truss Joint No. 2. Chicago & North- Western. Page 137. Section 8004-6. Chicago & Alton. Page 127. Section 7306 E. Page 118. East Tennessee, Virginia & Georgia. Section 8004 F. Piggotts & Inglig. Page 128. Truss Joint No. 3. Chicago & North-Western. Page 138. Section 7509 A. Page 119. Great Northern. Section 8005 A. New York, Lake Erie & Western. Page 129. I CHICAGO. HEAD - - 41 % WEB - - 21 FLANGE - 38 STANDARD. SECTION N9 ISOI. Wt. IE Lbs.PerYard. Requires 1 8^5 . TonsperMile of Track. A<;O. I 1 II* I He STANDARD HEAD - - 42 % WEB - - 22 FLANGE - 36 SECTION N? 1601. Wt. 16 Lbs. Per Yard. Requires S5^/fs Tons per Mile of Track. oa.i CHICAGO. t2'R. HEAD - - 42 WEB - - 21 FLANGE - 37 STANDARD SECTION N9 SOOI. Wt.SO Lbs.PerYard. Requires 3l-//i Tons per Mile of Track. e CHICAGO - 42 22 - 36 STANDARD. SECTION N? S50I. Wt.ESLbs.PerYard. Requires 33^fo Tons per Mile of Track. // a, SECTION N94504. Wt.45Lbs.PerYard. Requires 70~- Tons per Mile of Track. CHICAGO. RECOMMENDED BY TH E AMERICAN SOCIETY OF CIVIL ENGINEERS. HEAD - - 48 / WEB - - 21 FLANGE - 37 FOR LIST OF ROADS USING THIS RAIL SfNDEX. il > H01T338 . o inn=*Mi3L t ^^mK^f m*0 rA mmJitJRmA ^rSrfl SECTION N9 5610. WT.BBLbs. Per Yard. Requires 88 Tons per Mile or Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. HEAD - - 49 / WEB - - 18 FLANGE - 33 3 9k; .bisYisTedJr SECTION N9 5614. Wt.BBLbs.PerYard. Requires 8 8 Tons per Mile oFTrack. HEAD - - 47.1 / WEB - - 18.3 FLANGE - 34.6 - FOR LIST OF ROADS USING THIS RAIL SEE INDEX. QA3H 83W r 9M \ 14 SECTION N9 5615. Wt.BBLbs.PerYard. Requires 88 Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. ILLINOIS STKKL <>o. CHICAGO. HEAD - - 47 WEB - - 22 FLANGE - 31 >Ar>ii o act aiaa ^011333 ri I 3 3 t\A/ IT) * jv ~<~ SECTION N9600I. Wt. 60j.bs.PerYard. Requires 94 jj^- Tons per Mile of Track. FOR LISTOFROAOSUSING THISRAILSEEINDCX. > - - QAiH : - r ^ nr ILLINOIS STKKL Co ^. HEAD - - 48 % WEB - - 19 FLANGE - 33 SECTION N 6007. Wt. BOLbs.PerYard. Requires 94 jj^- Tons per Mile of Track. FOR L 1ST OFR OADS USING THIS RAILSEEINDEX. A HOIT038 tw *' 17 ILLINOIS STKKI, Co. IIH A<;O. HEAD - - 48 % WEB - - 17 FLANGE - 35 SECTION N9 6008. Wt. 60 Lbs.PerYard. ffequ/res 94 g%- Tons per Mile of Track FOR LISJ OF ROADS USING THIS RAIL SEE INDEX. 8 T338 18 ILLINOIS STKKL CHICAOO. SECTION N B003. Wt. BOLbs.PerYard. Requires 94^-Tons per Mile of Track. HEAD - - 48 % WEB - - 20 FLANGE - 32 ' FOR LIST OFROADS USING THIS RAIL SEC INDEX.. OS .eooa *-- CHICAGO, ^K ' V Si* 7 132 Of HEAD - - 43 / WEB - - ZT FLANGE - 30 " +- - '- SECTION N BOIE. Wt. 6 CUbs. Per Yard. Requires 94jj^-Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. a tw > i' SECTION N BOI3. Wt. 60 Lbs.PerYard. Requires 94/j^- Tons per Mile of Track. ILLINOIS STKKL, Co. IIK HEAD - - 48 / WEB - - 21 FLANGE - 31 FOR LIST OF ROADS USING THIS RAIL SEC INDEX. .0 HOIT338 3.tW ;M ILLINOIS STKKL To. HEAD - - 49.6 % WEB - - 16.5 FLANGE - 33.9 SECTION N'> SECTION N9BDI5. Wt. 60 Lbs.PerYard. Requires 34jj~ Tons per Mile of Track. RECOMMENDED BY TH E AMERICAN SOCIETY OF CIVIL ENGINEERS. H EAD - - 42 / WEB - - 21 FLANGE - 37 > FOR LISTOFROADS USING THIS RAILSEEINDEX. r.\ o < UK A<;<>. HEAD - - 50 % WEB - - is - FLANGE - 32 SECTION N9 6101. Wt. 61 Lbs.PerYard. Requires 95^^ Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. BUA-M r SECTION N 6301. Wt.63Lbs.PerYard. Requires 99 Tons per Mile of Track. S STKKL, < >o CHICAGO. HEAD - - 51.6 / WEB - - i7.4 FLANGE - 31.0 > FOR LIST OF ROADS USING THIS RAIL SEE INDEX. 3OMAJ1 oca D - -*~A. I (< , ! ; J .. fwHiHn 4 i I x^r T-\ c \ '--. i i i --i-^-5 ! fh-- =s ^1 h"---.. i -"-' .4 -f- ~ - ~ * *O ~ L * L ^x ^ .* .! ^~-~^_ ^-^ ^ 53 ->* ^~~-^ ^^"^ ^\I-~-~* --s . j , , ..I 1 , fe-'--j * i i :- J tORad. * 30 1 | << ' i 2* 5 ^"' ^ M 5 i HEA ( .1 j WEE i FLA i 5- " 1 r-ff' 1 ---* v V ^.f- ^m - -J ^ 1 " ~-^_ ^ ^-^**" "^" i "^~~^-~-- *od CM SS /r-^*^' i ^^^ (>:v j v it i**;" s* ! J rje r SECTION N9 B5DI. Wt. 6 5 Lbs. Per Yard. Do Mt/M 11*13 T ** not* AAi/n r* F ^Tf-tr^L CIIH-AiJO HEAD - - 49 % - is FLANGE - 33 FOR LISTOFROAOS USING THIS RAIL SEE INDEX.. Wt 4 1 HEAD - - 49 WEB - - 19 FLANGE - 32 SECTION N9 6504. Wt. BSLbs.PerYard. Requires IOS~Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SE INDEX.. er HOST338 GHICA.GO HEAD - - 44 % WEB - - 19 FLANGE - 37 SECTION N9 B5DB. Wt.65 Lbs.PerYard. Requires /OSJj^Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEEINDEX. CIA3H r 30SH .,13 4- Fill 12 K. RECOMMENDED BY TH E AMERICAN SOCIETY OF CIVIL ENGINEERS. HEAD - - 42 WEB - - 21 FLANGE - 37 SECTION N9 6507. Wt. BBLbs.PerYard. Requires /OSJj^Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE1NDEK. - n f i S STKKL Co. CHIC7AOO. SECTION N 6601. Wt.BBLbs.PerYard. Requires 103^^ Tons per Mile of Track. FOR LISTOFROADSUSING THIS RAIL SEE I NO EX. SECTION N9 6BOE. Wt.BBLbs.PerYard. Requires Id 3^ Tons per Mile of Track. IIH HEAD - - 44 % WEB - - 21 FLANGE - 35 FOR LIST OfffOAOS USING THIS RAIL SEE INDEX.. SECTION N 6701. Wt. 67J_bs. Per Yard. Requires lOS^Tons per Mile of Track. FOR LISTOFROADS USING THIS RAIL SEE INDEX.. CHICAGO, HEAD - - si / c WEB - - ia - FLANGE - 31 SECTION N9B7QE. Wt. 6 7^Lbs. Per Yard. Requires lOSj^Tons per Mile of Track. FOR LISTOFROAUS USING THIS RAIL SEE INDEX. S STKKL < >o IIK HEAD - - 50 WEB - - i? FLANGE - 33 :\:\ ILLINOIS STI<:I<:K < > SECTION N 6703. Wt. B7Lbs.PerYard. Requires 105 j^ Tons per Mile of Track. < IIH HEAD - - 51 % WEB - - 17 FLANGE - 32 FOR LIST Or ROADS USING THIS RAIL SEE INDEX. STI2KL CO. HEAD - - SO WEB - is FLANGE - 32 SECTION N9B704. Wt. 67J_bs. Per Yard. Requires lOSj^Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL S INDEX. - - saw 3OV MOIT33S ^s\ ow *<^ A A I. * 8 K. STlilKI - SECTION N9B7D5. Wt. B7Lbs.PerYard. Requires IOSJj^ a - Tons per Mile of Track. FOP LIST OFROAOS USING THIS RAIL SEE I NO EX. < UK A<,<>. HEAD - - 48 % WEB - 19 FLANGE - 33 .50\8H 11011333 u SECTION N9BBOI. Wt. 68 Lbs. Per Yard. Requires 106 jj^Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEC INDEX. $//>! Q83 K $ .< I ILLINOIS STKKL <>o SECTION N9 7005. Wt.70Lbs.PerYard. Requires 110 Tons per Mile of Track. < IIK \,0. HEAD - - 48 % WEB - ia FLANGE - 34 FOR LIST OF ROADS USING THIS RAIL SEE INDEX. > - \ - :w ILLINOIS STKKL Co. CHICAGO. SECTION N9 7D07. WT.70Lbs.PerYard. Requires 110 Tons per Mile oT Track. FOR LISTOFROADSUSING THIS RAIL SEE INDEX. HEAD - - 42 WEB - 22 FLANGE - 36 s STISKI- Co I1I< . . 4f SECTION N9 7003. Wt.70Lbs.PerYard. Requires 110 Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. II I .BOOT -- 1S4- CHICAGO. RECOMMENDED BY TH E AMERICAN SOCIETY OF CIVIL ENGINEERS. HEAD - - 42 % WEB - - 21 FLANGE - 37 SECTION N9 7010. Wt.70Lbs.PerYard. Requires 110 Tons per Mile of Track. FOR LISTOFROADS USING THIS RAIL SEE/AtDX. = r j CENTRE Or WEB. CHICAOO; HEAD - - 35.6 WEB - - 28.5 FLANGE - 35.9 SECTION N9 7011. Wt.70Lbs.PerYard. Requires 110 Tons per Mile of Track. FOR US T OF ROADS USING THIS RAIL SEE INDEX. 41 STKKL <. HEAD - - 47 / WEB - - 17 FLANGE - 36 FOR LIST OFROAOS USING THIS RAIL SEE INDEX. ' , - - 44 ^*- j ' \ - in * ILLINOIS STKKL To. 2oli. **; SECTION N97I03. Wt. 71 Lbs.PerYard. Requires III Tons per Mile oF Track. LISTOFROADSUSING THIS RAIL SE/NOX. < I! H \<,0. HEAD - - 45 WEB - - 19 FLANGE - 36 --> saw tw 4.1 X - pj. < IIM A<;O. HEAD - - 41 % WEB - - zz " FLANGE - 37 \ SECTION N9 7201. Wt. 7S Lbs.PerYard. Requires //3/~ Tons per Mile of Track. FOR LISTOFROAOSUSING THIS RAILSEEINDZX. - . .bieY llkl IIJLI-VOIS KI. To v SECTION N9 7EOE. Wt. 7E Lbs.PerYard. Requires 113 ~ Tons per Mile of Track FOR LIST OF ROADS USING THIS RAIL SEE/NDEX. HEAD - - 41 / WEB - 23 FLANGE - 36 - 47 STI<:I:L Co. IIK A<,0. HEAD - - 44 % WEB - - 24 ' FLANGE - 32 LIST OF ROADS USING THIS RAIL SEE INDEX. SECTION N 7203. Wt. 7E Lbs.PerYard. Re auires //3~ Tons per Mile of Track. 332 TKKI- To. HEAD - - 44 % WEB - - is FLANGE - 38 SECTION N 7204. Wt. 7E Lbs.PerYard. Requires 113 ~ Tons per Mile oF Track. FOR LIST OF ROADS USING THIS RAIL SEC INDEX. ' - t\ "l-r I I CENTRE. OF WEB. ILLIAOIS STKKL, Co < IIH A<;<>. I I SECTION N9 7301. Wt. 73J.bs.PerYard. Requires 1 1 4^^ Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE I NO EX. HEAD - - 41 WEB - - 23 FLANGE - 36 c. GIT: Hi ' I* SECTION N9 7502. Wt. 7 5 Lbs. Per Yard. Requires H7^~ Tons per Mile of Track. STI:I:L < o. HEAD - - 46 / WEB - - 18 FLANGE - 36 FOR LIST OF ROADS USING THIS RA I L SEE INOtX. CHICAGO. RECOMMENDED BY TH E AMERICAN SOCIETY OF CIVIL ENGINEERS SECTION N9750B. Wt.75Lbs.PerYard. Requires //7^f Tons per Mile of Track. LISTOFROADSUSING THIS RAIL SEE INDEX. HEAD - - 4ft % WEB - - 21 FLANGE - 37 / r? ^7 306 WOIT33e CHICAOO. HEAD - - 48 % WEB - - 21 - FLANGE - 3 1 SECTION N9 7507 Wt.75 Lbs. Per Yard. Requires //Tjfjf 7b/?s /?er Af//e of Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. >, X CENTRE OF WEB. L/-H \ ILLINOIS KL < >o HEAD - - 34.4% WEB - - 31.4- FLANGE - 34.2 - SECTION N9 7508. Wt.75Lbs.PerYard. Requires f/7~~ Tons per Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. .805^ ?M HQIT33S J I UU SECTION N9 7509. Wt.75 Lbs.PerYard. Requires //7J~ Tons per Mile of Track. WEB - - 21.6 FLANGE - 34.1 FOR LIST OF ROADS USING THIS RAIL SEE INDEX. .^: >i r SECTION N9800I. Wt. SOLbs.PerYard. Requires l?5r Tons per Mile of Track. s STI:KK < >o -A<;O. HEAD - - 42 WEB - - 21 FLANGE - 37 FOR LIST OF ROADS USING THIS RAIL SEE INDEX. -V ! >1 7.. SECTION N9 8003. Wt.BOLbs.PerYard. Requires IS5^ Tons per Mile of Track. CHICAOO. HEAD - - *7 WEB - - 20 FLANGE - 33 FOR LISTOFROADS USING THIS RAIL SEE INDEX.. Q M MHITT1P . 64- 12 R. SECTION N98004. Wt.BOLbs.PerYard. Requires IE5-~^- Tons per Mile of Track. RECOMMENDED BY TH E AMERICAN SOCIETY OF CIVIL ENGINEERS. HEAD - - 48 / WEB - - 21 " FLANGE - 37 FOR LIST OF ROADS USING THIS RAIL SEEl/VDEX. . 58 STKKL, Co. IIH riu -Ir :\i CENTRE Or WEB -'50 k. HEAD - - 44 % WEB - - 19 . FLANGE - 37 V - V V Njt- SECTION N9 8005. Wt. BOLbs.PerYard. Requires IE5~I~ Tans pet- Mile of Track. FOR LIST OF ROADS USING THIS RAIL SEE INDEX. r 1/7 x. ILLINOIS ST < >o. IIH A<,0. HEAD - - 47 / WEB - - is FLANGE - 35 SECTION N.>/ Mil > MATS .AI I9M HOIT33 .' H2H W o . \ FISH BAR SECTION N9SOOIA. Wt.l.87Lbs. Per Foot. NeTWt.per Pair 18" Long 5.4 Lbs. STANDARD f li)A 'II II' > l>. 68 CHICAGO. -LJ ,- I hi- FISH BAR SECTION N925DIA. Wt.2.8ELbs. Per Foot. NeTWT. per Pair 18' 'Long B.E Lbs. STANDARD 1 w CHICAGO. AN OLE BAR SECTION N^ODE A. Wt.4.49 Lbs.PerFooT. NetWt. per Pair ET'Long 15.1 Lbs. STANDARD > -. < 70 CHICAGO. FISH BAR SECTION N9300SB. Wt.2.96 Lbs. Per Foot. NetWt.perPair S I" Long 9.86 Lbs. STANDARD & >/ >ur> ; C 9 k" A S H 8 uitsT sdj aes . a A A "d & v '* ^ 71 ILLINOIS STI<:I-:L < >o. ^^^B r tfifiir liiff & **< **^ ~*^~+ ANGLE BAR SECTION N93502 A. Wt. 4.7 Lbs. Per Foot. NetWt.perPairEl"Long 15.9 Lbs. STANDARD ASC 1 $011332 Fi Y> tW .Zt v < UK A<;O FISH BAR SECTION N93502B. Wt.3.06Lbs.PerFooT. NeT Wt p er Pa i r 2 1 " L o ng I02IL b s . STANDARD >! TC U 8SOaC?H HOIT033 RA8 HSR W 7:\ ILLINOIS STKKL Co. ANGLE BAR SECTI ON N940Q4A Wt. 5.54 Lbs.PerFooT. NetWt.perPairEI"Long 18.8 Lbs. STANDARD 3JQMA w 74 S STKKK To. C3HU3AGO. FISH BAR SECTION N94004B. Wt. 3.74 Lbs. Per Foot. NeTWt.perPair SI" LonglS.SP Lbs. STANDARD fi-f RA83JQMA ToolisS.adJ 3.T .tW 71) < UK v<;<>. S STKKL, ( 'o. ANGLEBAR5ECTIONN? 56 14 A. Wt.8.94 Lbs.PerFooT. RAIL SECTION 5610 s STKKL, Co Eta^^ *tg^ VA VBIHMBMnB^B s ^^ "^fr STANDARD ANGLE BAR SECTION N9 60 01 A. Wt.8.63Lbs.PerFooT. HA83JQHA tW 81 ILLIXOIS STI;I;I. Co. CHICAGO. STANDARD ANGLE BAR SECTION N? 60 01 A. WT.8.63Lbs.PerFoot. \ .AIOO OHA rw :> STKKL, (> -i iir *m*. ^^trmm^^mm -^ ANGLEBARSECTIONN? 6001 B. WT. 9.5E Lbs.PerFoot. >I1I a A83JDHA ' ; 83 S STKKI. IIH A<;O. ANGLEBARSECTIONN9 6007 A. Wt.9.48 Lbs.PerFooT. 84 IKMXOIS STKKLt Co. ANGLE BAR SECTION N9BOO 8 A. WT.9.28 Lbs.PerFoot. BS.e.lW CHICAGO. STI:I:L r i& *&O&r Vtt. ^f*&nmKf*mBOm ~^^r ANGLEBAR SECTION N9B009 A. Wt.7.89 Lbs.PerFooT. AE< MKQIT332 HA83JOHA . > ;> . * CHICAGO. STANDARD SPLICE BAR SECTION N9BDIE A Wt. 7.6 Lbs. Per Foot. 7 S STKKL, Co Of iiirf^ v* vMMtiStfviiB -^r ~>*t ANGLE BAR SECTION N? 60 14 A. Wt. 9.62Lbs.PerFoot. , ae .tW, CHICAGO. ANGLEBAR5ECTIONN? 6015 A. WT. 8.4 Lbs.PerFoot. STANDARD. QHAO 9VIHC ?A83J3HA w ILLINOIS STKKL Co viKMBHMiS f^^rZf^f imttf Wt MB&KS* -^IF >a CHICAGO. AN G LE BAR SECT! ON N9 6 5 01 A. Wt.l0.54Lbs.PerFoot. LI Co. ANGLE BAR SECTION N? B504A. Wt. 9.2 Lbs.PerFooT. .83JQHA .tw - - -> -id lo ANGLE BAR SECTION N?6506 A Wt.iO.OBLbs.PerFooT. 32 HAS CHICAGO* STANDARD ANGLE BAR SECTION N? B507A. Wt. 9.2 Lbs.PerFooT. h A83JOHA 3.8 tW ANGLE BAR SECTION N 6507 B. WT. 9.6 Lbs.PerFoot. CHICAGO. -1A STKKL, < >o r ANGLEBARSECTIONN9 6601 A. WT. 8.57 Lbs.PerFoot. IA83J3MA .8 . ANGLE BAR SECTION N9BBOBA. Wt. 8.8 Lbs.PerFooT. 'A .-.fj-'i , IX? ILLINOIS STKKL < -o. CHICAGO. I -4 AN OLE BAR SECTION N9BB DEB. Wt.S.BBLbs.PerFoot. _- KAB3JOHA IfrlHHVOlS CHICAGO. ANGLEBARSECTIONN9670I A. Wt. 8.57 Lbs.PerFooT. AID A 8 .tW ILLINOIS < >o < UK \c;o ANGLE BAR SECTION N9670S A. Wt. 8.67 Lbs. Per Foot. 3M HOIT03B SA83J3MA .V 00 # : ILLINOIS STI < UK ,V<,0. 1 1- - /' . v / 1 'I J, H -'I 1 ' J _ y 32 ANGLE BAR SECTION N9B705A Wt. 9.3 Lbs.PerFooT. r<>. <>;.*. Mil i / RA83J3HA .6 tW ANGLEBARSECTIONN9680IA. WT.8.23 Lbs.PerFoot. s HMO -tool i.TW 101 ANGLE BAR SECTION N9 7005 A. Wt. 10.5 Lbs.PerFoot. .A 338 flA8 3J V? A 10! tW 102 J STKKL <>o **? ^.mm^mmmfmxJi ** * ANGLEBARSECTIONN9 7007 A. WT.I0.33Lbs.PerFoot. ?M MOIT338 8A83JGHA ILLINOIS STKKL C ivXionvvWHravA <*&*f**J **& -J w*JKB* -^d r l i : i i STANDARD tf- ANGLEBAR SECTION N? 7010 A. Wt. 10.0 Lbs.PerFooT. QHAQHAT2 A OIOT \e: w KM ILLINOIS ST mv*e*r^a*mmA T **aPfuL>~i&' ^*0r * IIM A<,0. -, .1.1. - Hi ANGLE BAR SECTION N97DIDB. WT. 9.0 Lbs.PerFoot. * 1 ILLINOIS STKKL Co. STANDARD FISH BAR SECTION N970IIA, WT. 10.76 Lbs. Per Foot. .- AIICH9H HOIT338 flAS H3I1 ol is^.acfja' Af ILLINOIS STKKL < o. CHICAGO. ANGLEBARSECTIONN9 7EOI A WT. 9.5E Lbs.PerFoot. 10!) WEIGHT OF PLATE 1:1.79 LBS. PER FOOT ANGLE BAR SECTION N9 720 IB. WT. IO.I3Lbs.PerFooT. H C1HICAGO. -olJsL. IK) STANDARD AN OLE BAR SECTION N9 7E03 A. Wt.l.95Lbs.PerFooT. on . V HHQIT332 RA83JOHA f AN OLE BAR SECTION N 97204 A. Wt. 12.1 Lbs.PerFooT. Ill CIlH'AfiO. S STKKJ. Co I*. , "* ^>^ : ^ j * y *'L< i i " y 9 L ,1 - w~- % - ' T . __ Jr \ dJ IK? < UK A<;<>. S STI<:I<:L Co. ^^^T ~^at& y WB. wvHMivMnHivfl ^^^F ^^^^ v ANGLE BAR SECTION N9 7301 A Wt. IB.O Lbs.PerFooT. .A IQY?MMOIT335 HA83JOHA .tt S.adJ O.SI .tW .') :, i do. ^Mi N^ 1^^# c IIH \. ANGLE BAR SECTION N?7502 A. Wt. IQ.9 Lbs.PerFooT. r.uir.A. rr: i WEIGHT OF PLATE IE. I IBS. PER FOOT r 1 " AN OLE BAR SECTION N? 8001 B. Wt. !0.4Lbs.PerFooT. .8 r>*> !*.>. ILLINOIS S ('IIICACiO. < >o ANGLE BAR SECTION N? 8003 A. Wt.l0.47Lbs.PerFoot. J3HA H STANDARD ANGLEBARSECTIONN98004A WT. 11.52 Lbs.PerFooT. * :V * 3 t( V HA 55.! 11M STKKL Co. i ANGLE BAR SECTION N98004B. Wt.ll.2E Lbs.PerFooT. * \ .8008?MMOIT332 HA83JOHA vV 125 STI:J:L Co. -+*f -mA -^JvmJnSM ^f^TA ANGLEBARSECTIONN98004C. WT.I4.B5Lbs.PerFooT. \ 120 STISKI. < >o, ANGLEBARSECTIONN98004D. WT. 10.61 Lbs.PerFoot. *_ 1-L J '8 ANGLEBARSECTIONN98004E. Wt. 12.2 Lbs.PerFoot. ^ ILLINOIS STKKL < >o CHICAGO, AN OLE BAR SECTION N 98004 F. Wt.IE.55Lbs.Per Foot. ll'O ILLINOIS STKKL Co. ANGLE BAR SECTION N 98005 A. Wt. 12.2 Lbs.PerFooT. no ILLINOIS STI<:I<:I ANGLE BAR SECTION N? 8503 A. WT. 11.5 Lbs.PerFoot. STANDARD ANGLE BAR SECTION N9 8504 A. Wt. 12.4 Lbs.PerFooT. >m RAQHAlS ,tW STANDARD ANGLE BAR SECTION N? 9002 A. Wt. 13.5 Lbs.PerFooT. V \ IA STANDARD y ANGLEBARSECTIONN? 9501 A WT. 14.7 Lbs.PerFoot. CHICAOO. 134 STANDARD ANGLEBARSECTIONN9IOOOIA. Wt.l5.7BLbs.PerFoot. >1I \ \ V V HAS ILLINOIS STKKL Co r AN OLE BAR SECTION N? I 0001 B. Wt. 14.6 Lbs. Per Foot. 'Ha O) NET WT. | OF PLATE Z8 LONG 26."l8 LBS i -*V -- .-U^J! NET WT 13 LONG 9.C LBS. ( -<>. TRUSS JOINT N? I. .o. eetmi f r -f3~ NET WT. i ; OF PLATE 26 "LONG 24.8 LBS. L-c-l-rfi J CHICAGO. NETWT. 13 LONG II.95 LBS. ILLINOIS STHISL ('o. ~-nEaBlMK3. V ^tf^f^mOf *' mBl ^^B >^ ~^j^^ TRUSS JOINT N? E. .3 ?H THIQL 88UHT -' : l -, 1 ' WT. OF PLATE 26 'LONG 25. 28 ~ LBS. ( *1 7" - ILLINOIS < -c>. CHICAGO. WEIGHT 13 LONG 12. 24 LBS. TRUSS JOINT N? 3. 14 DAY USE RETURN TO DESK FROM WHICH BORROWED LOAN DEPT. Tel. No. 642-3405 Renewals may be made 4 days prior to date due. Sinewed b(Sfa are subject to immed.ate recall. General Library LD21A-50m-2, 71 University of California (P2001slO)476 A-32 Berkeley