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- Steel Shell Piles
- STRUCTURAL STEEL FABRICATORS
- WELDER CERTIFICATION PROCEDURE
- Page 2
H-Piles805.03 (c) – Unless otherwise specified, steel piles shall consist of structural shapes of the section shown on the plans and shall comply with AASHTO M 270, Grade 36 (250) · AASHTO M 270 – “Material identification shall include the composition type for Grade 50W in addition to that required by AASHTO M 160 (ASTM A 6). “ · AASHTO M 160 (ASTM A 6) - “Shapes shall be marked with the heat number, size of section, length, and mill identification on each piece. The manufacturer’s name, brand, or trademark shall be shown in raised letters at intervals along the length. In addition, shapes shall be identified with the ASTM designation and grade, either by marking each piece individually or, if bundled…….” (H-piles would not be bundled)
green and yellow Stenciling, stamping (steel die stencils), or substantial tags, applied by the manufacturer are acceptable forms of identification marks. Any paint, chalk, or crayon marks applied by hand are not acceptable for primary identification, but are considered supplementary. H-piles also require the manufacturer’s name, brand, or trademark be shown in raised letters.
805.03 (d) – Unless otherwise specified, plain round steel shells shall comply with ASTM A 252, Grade 2. Shells shall be welded or seamless steel pipe……. Steel shell piles shall be marked by the manufacturer near both ends of the pile. Marking shall be in accordance with ASTM A 252.
by stenciling, stamping, or rolling to show: the name or brand of the manufacturer; the heat number; the process of manufacture (seamless, flash welded, fusion welded, or electric resistance welded); the type of helical seam (helical-lap or helical-butt), if applicable; the outside diameter, nominal wall thickness, length, and weight per unit length; the specification designation; and the grade.” Stencils, stamps, or rolling of identification marks by the shell pile manufacturer are the only acceptable forms of identification. Any marking by hand such as chalk, paint, or crayon, is considered supplementary.
07/2008 QPL 807.01 STRUCTURAL STEEL FABRICATORSAFCO AFCO Steel, Inc. (Cbr, F, P1, P2, P3) P.O. Box 231 Little Rock, AR 72203
600 S. 28th St. Van Buren, AR 72956 Capitol Steel and Iron Company Capitol Steel and Iron Company (Cbr, F, P1, P2, P3) 1726 South Agnew Oklahoma City, OK. 73108
Dix Road & Industrial Dr. P.O. Box 479 Jefferson City, MO 65102 Hirschfield Steel Group Hirschfield Steel Group (Cbr, F, P1, P2, P3) P.O. Box 3768 San Angelo, TX 76902-3768
6206 Baucum Pike North Little Rock, AR. 72117 Prospect Steel Prospect Steel Company (Cbr, F, P1, P2, P3) 8900 Fourche Dam Pike Little Rock, AR. 72206 Stupp Bridge Company Stupp Bridge Company (Cbr, F, P1, P2, P3) 445 Century Street Bowling Green, KY. 42101
Structural Steel Div. P.O. Box 1579 Houston, TX 77251 American Institute of Steel Construction (AISC) Categories and Endorsements: Sbr - Simple Steel Bridges - Simple Steel Bridges (Sbr) Includes highway sign structures, parts for bridges (such as cross frames), unspliced rolled beam bridges. Cbr - Major Steel Bridges - All bridge structures other than unspliced rolled beam bridges. Companies certified for Major Steel Bridges are also automatically certified for Simple Steel Bridges. 07/2008 QPL 807.01 Page 2
2. Approval of high strength fasteners (bolts, nuts and washers) is evidenced by AHTD approved mill test reports and AHTD approved laboratory reports. 3. Approval of the fabrication of structural steel is evidenced by a final inspection letter from the Materials Division or, in the case of inspection by another authorized inspector, by inspection reports reviewed and approved by the Materials Division.
07/2008 QPL 807.02 STUD SHEAR CONNECTORS Cox Industries New Haven, Michigan Erico Products, Inc. Cleveland, Ohio L-Tec Welding & Cutting Systems Ashtabula, Ohio NSS Industries Plymouth, Michigan Stud Welding Assoc. Elyria, Ohio Tru-Weld Division Medina, Ohio (Tru-Fit Products Corp. ) TRW/Nelson Lorain, Ohio
material, flux or arc shield which affects the welding characteristics. All iron and steel material used on Department projects must be in compliance with "Buy America" requirements and the Department's "Standard Specifications for Highway Construction", Subsection 106.01. This means all manufacturing processes of the iron or steel in a product(i.e., smelting/remelting, and any subsequent process which alters the steel material's physical form or shape or changes its chemical composition) must occur within the United States to be considered of domestic origin. This includes processes such as rolling, extruding, machining, bending, grinding, drilling, and applying coatings. The use of pig iron or processed, pelletized, and reduced iron ore manufactured outside of the United States is permitted in the domestic manufacturing process for steel and/or iron materials. All steel mill test reports will contain a statement certifying that all manufacturing processes for the steel occurred in the United States. Each supplier/fabricator of an intermediate product will also certify that the product complies with "Buy America" requirements. 07/2008 QPL 807.05
NOTE: All Standard AWS sizes are included for each material unless otherwise noted. This QPL includes welding materials for both field and shop fabrication. Welding of A588 steel using Shielded Metal Arc Welding(SMAW) shall be performed using E8018-C1,C2,C3 electrodes except that single pass fillet welds up to 6 mm (1/4") max. & 6 mm (1/4") groove welds made with a single pass or a single pass on each side, may be made using an E70## low hydrogen electrode. Electrodes in AWS Class E60## and meeting AWS Specification A5.1 are not low hydrogen electrodes and are not approved for welding on bridge steel or to bridge steel. MANUFACTURER'S CLASS AWS AWS (BRAND) CLASS SPEC. The ESAB Group, Inc. Alloy Rods 1500 Karen Lane Hanover, PA 17331 (717) 637-8911 Atom Arc 7018-1 E7018-1 A5.1 Atom Arc 7018 E7018 A5.1 Spoolarc 72 F7A2-EM12K A5.17 Spoolarc 78 F6A2-EL12 A5.17 Spoolarc 85 ER70S-3 A5.18 Spoolarc 88 ER70S-6 A5.18 Coreweld 70 E70T-1 A5.20 Dual Shield T-62 E70T-1 A5.20 Dual Shield R-70 E70T-1 A5.20 Dual Shield II-70 E70T-1 A5.20 Dual Shield 111AC E70T-1 A5.20 Dual Shield 7000 E70T-1 A5.20 Dual Shield 7100 ULTRA E70T-1 A5.20 Dual Shield T-75 E70T-5 A5.20 Dual Shield II-71 E71T-1 A5.20 Dual Shield 8100W E80T1-W A5.29 Dual Shield II 80Nil E81T1-Nil A5.29 Dual Shield 88W E80T1-W A5.29 07/2008 QPL 807.05 Page 2
600 West Main Street Troy, OH 45373 (513) 339-6000 Hobart 18AC E7018 A5.1 Hobart 418 E7018 A5.1 Hobart 718 E7018 A5.1 Hobart 718C E7018 A5.1 Hobart 718MC E7018 A5.1 Hobart 728 E7028 A5.1 Hobart BR-3 ER70S-3 A5.18 Hobart HB-25 ER70S-3 A5.18 Hobart HB-33 ER70S-3 A5.18 Hobart HB-28 ER70S-6 A5.18 Hobart BR-6 ER70S-6 A5.18 Hobart Formula XL525 E71T-1 A5.20 Hobart Formula XL550 E71T-1 A5.20 Hobart Fabco RXR E70T-1 A5.20 Hobart Fabco 81 E70T-1 A5.20 Hobart Fabcor 86 E70T-1 A5.20 Hobart Fabco 90 E70T-1 A5.20 Hobart Fabco 91 E70T-1 A5.20 Hobart Fabco 802 E71T-1 A5.20 Hobart Fabco 825 E70T-1 A5.20 Hobart Fabco 85 E70T-5 A5.20 Hobart Fabshield 32 E70T-6 A5.20 Hobart Fabshield 3 E71T-8 A5.20 Hobart HB-18 ER80S-D2 A5.28 Hobart Fabco 83 E80T1-W A5.29 Hobart Fabco 115 E110T5-K4 A5.29 Hoballoy 8018C1 E8018-C1 A5.5 Hoballoy 8018C2 E8018-C2 A5.5 Hoballoy 8018C3 E8018-C3 A5.5 07/2008 QPL 807.05 Page 3
22801 St. Clair Avenue Cleveland, Ohio 44117 Jetweld LH-73 E7018 A5.1 Jetweld LH-75MR E7018 A5.1 Jet LH-78MR E7018 A5.1 Jetweld LH-3800 E7028 A5.1 Lincolnweld 761/L-60 F7A2-EL12 A5.17 Lincolnweld 780/L-61 F7A2-EM12K A5.17 Lincolnweld 860/L-50 F7A2-EM13K A5.17 Lincolnweld 860/LA-61 F7A2-EM12K A5.17 Lincolnweld 880/LA-71 F7A4-EM14K A5.17 Lincolnweld 880M/LA-71 F7A6-EM14K A5.17 Lincolnweld L-50 ER70S-3 A5.18 Lincolnweld L-56 ER70S-6 A5.18 Outershield 70 E70T-1 A5.20 Innershield NR-203MP E71T-8 A5.20 Innershield NR-232 E71T-8 A5.20 Lincoln 761/L-70 F9A0-EA1-G A5.23 Lincolnweld 860/L-70 F7P2-EA1-A2 A5.23 F7A2-EA1-A2 A5.23 Lincolnweld 880/LA-75 F7A6-ENilkNil A5.23 Lincolnweld 880/LA-90 F9A4-EA3K-A4 A5.23 Lincolnweld 880M/LA-100 F9A6-EM2-M2 A5.23 Lincolnweld 880M/LA-100 F9P2-ECB2-B2 A5.23 Lincolnweld 880M/LAC Ni2 F7A10-ECNi2-Ni2 A5.23 F7P10-ECNi2-Ni2 A5.23 Lincolnweld 882/LAC Ni2 F8P4-ECNi2-Ni2 A5.23 Lincolnweld 980/LA-75 F7A2-ENilK-Nil A5.23 Lincolnweld 980/LAC-Ni2 F8A2-ECNi2-Ni2 A5.23 Lincolnweld AXXX10/L-61 F7A4-EM12K-Nil A5.23 Lincolnweld LA-75 ER80S-Nil A5.28 Lincolnweld LA-90 ER80S-D2 A5.28 Innershield NR-203 Nickel (1%) E71T8-Nil A5.29 Jet-LH 8018-C1 MR E8018-Cl A5.5 Jet-LH 8018-C3 MR E8018-C3 A5.5 07/2008 QPL 807.05 Page 4
Welding Materials P. O. Box 710 Ashtabula, OH 44004 L-TEC Electrode 7018 5/32" Diameter E7018 A5.1 7018 3/16" Diameter E7018 A5.1 7018 1/4" Diameter E7018 A5.1 7018-1 3/16" Diameter E7018-1 A5.1 7018-1 1/4" Diameter E7018-1 A5.1 L-TEC Electrode-Flux 29 50 F6A2-EM12K, F7A2-EM12K A5.17 29 80 F7A2-EM12K A5.17 29 231 F7A2-EM12K A5.17 29S 35c F7A2-EM13K A5.17 29S 656 F7A6-EM13K A5.17 29 350 F7A2-EM12K A5.17 29 429 F7A2-EM12K A5.17 29 585 F7A2-EM12K A5.17 36 50 F6A2-EH14, F7A2-EH14 A5.17 36 80 F7A2-EH14 A5.17 36 124 F6A2-EH14, F7A2-EH14 A5.17 36 585 F7A2-EH14 A5.17 53 429 F7A4-EH12K A5.17 53 656 F7A8-EH12K A5.17 80 80 F6A2-EL12 A5.17 80 350 F6A2-EL12, F7A2-EL12 A5.17 81 50 F6A2-EM12K, F7A2-EM12K A5.17 81 80 F7A2-EM12K A5.17 81 231 F7A2-EM12K A5.17 81 350 F7A2-EM12K A5.17 81 429 F7A2-EM12K A5.17 81 439 F7A4-EM12K A5.17 81 585 F7A2-EM12K A5.17 81 651VF F7A6-EM12K A5.17 81 656 F6A6, F7A6-EM12K A5.17 07/2008 QPL 807.05 Page 5
L-TEC Electrode Gas 29S CO2 ER70S-3 A5.18 65 CO2 ER70S-2 A5.18 82 CO2 ER70S-3 A5.18 86 CO2 ER70S-6 A5.18 87HP CO2 ER70S-7 A5.18 FC-72 CO2 E70T-1 A5.20 FC-702 CO2 E70T-1 A5.20 FC-703 CO2 E70T-1 A5.20 FC-707 CO2 E71T-1 A5.20 FC-715 CO2 E71T-1 A5.20 FC-717 CO2 E71T-1 A5.20 FC-719 CO2 E71T-1 A5.20 MC-716 C-25 E70T-1 A5.20 MC720 C-25 E70T-1 A5.20 WS-429 F7A2-EW-WH8, F8A2-EW-WH8 A5.23 WS-439 F7A4,F8A4-EW-WH8 A5.23 WS-656 F7A5-EW-WH4 A5.23 WS 709-5 F7A2, F8A2-EW-W A5.23 ENi4 429 F9A4, ENi4-Ni4 A5.23 ENi4 656 F8A8, F9A8-ENi4-Ni4 A5.23 ENi4 709-5 F7A4, F8A4-ENi4-Ni4 A5.23 ENi4 651VF F8A8, F9A8,ENi4-Ni4 A5.23 95 656 F9A6, EM2-M2H4 A5.23 95 709-5 F9A6, EM2-M2H8 A5.23 100 709-5 F11A4-EF5-F5 A5.23 83 CO2 ER80S-D2 A5.28 HI-84 CO2 ER80S-D2 A5.28 FC727 CO2 E81T1-Ni2 A5.29 FC115 C-25 E110T5-K4 A5.29 McKay Division Hobart Brothers Company 101 Trade Square East Troy, OH 45373 (800) 424-1543
McKay 7018 XLM E7018 A5.1 McKay Speed-Alloy 71V E70T-1 A5.20 McKay Speed-Alloy 75 E70T-5 A5.20 07/2008 QPL 807.05 Page 6
Method of Approval for Materials to be added to this Qualified Products List: Qualification of welding materials is based on the submittal of the manufacturer's certified yearly tests in accordance with AWS. Electrode Information & Usage: Bridge field welding will generally be by Shielded Metal Arc Welding Type (SMAW) which meets AWS specification A5.1 and A5.5. The electrode will have a designation E####-x. The code for this designation is: E####-x E Electrode E####-x Minimum tensile strength in 1000 psi--For bridge welding must be 70 or greater E####-x Approved welding position; 1,2 or 4; 1-all positions, 2-flat position & horizontal fillet welds, 4-vertical-down welding & flat, overhead, horizontal E####-x Type coating, 0-8; also shows approved current type E####-x Chemical composition of weld metal deposit.
AWS 5.1 electrodes must be dried at least 2 hours at 230ºC - 260ºC (450º- 500ºF)(Max exposure time is 4 hrs.) AWS 5.5 electrodes must be dried at least 1 hour at 370ºC - 430ºC (700º- 800ºF)(Max exposure time is 4 hrs. for E70## & 2 hrs. for E80##)
(formerly TRI-STATE TESTING) ASU TECHNICAL CENTER Jonesboro, Ar. GrUBBS, hoskyn, barton & wyatt, inc. Little Rock, Ar. Springdale, Ar. GTS, inc. Fayetteville, Ar. HODGE FABRICATION INC. North Little Rock, Ar. INTERNATIONAL TESTING AND INSPECTION Mabelvale, Ar. SERVICES, INC. PULASKI TECHNICAL COLLEGE Little Rock, Ar. UNIVERSITY of ARKANSAS – FORT SMITH Fort Smith, Ar. WELDER CERTIFICATION PROCEDUREA welder shall be qualified if American Welding Society (AWS) certified according to AWS D1.5 Bridge Welding Code. If a welder is not currently AWS certified, the welder shall be tested to become AWS certified or be tested at one of the facilities listed in this QPL. (To maintain AWS certification a welder must renew his certification with AWS every six (6) months.) If a welder is not AWS certified, the Contractor, for each welder and for each project, shall submit a copy of the certified test report from one of the listed facilities along with the Contractor’s certified statement of qualification that the welder has performed satisfactory welding of the required type within the 6 month period prior to beginning the subject work. In lieu of a certification for each project a fabrication shop may submit an undated list of qualified welders/welder operators annually to the Materials Engineer. Addendum or additions to this list, along with the appropriate welder/welder operator certification, shall be submitted in a timely manner. Welders that have been tested by another state DOT must supply a copy of the signed, test report from the state DOT. The test report will be acceptable if all the requirements of item 2. on the following paragraph are met. The Contractor must also provide a certified statement of qualification that the welder has performed satisfactory welding of the required type within the 6 month period prior to beginning the subject work. 07/2008 QPL 807.26 Page 2The following procedure must be followed in acquiring approval to be added to this Qualified Products List (QPL): 1. This QPL provides a list of test facilities for testing and certifying welders for work on AHTD projects. A test facility must request in writing to the Materials Division for addition to the QPL. The request should include a list of all certified American Welding Society Certified Welding Inspectors (CWI) on the facility’s staff, including the CWI’s name and a copy of the current CWI certification. 2. A facility shall: (a) Administer and assess the required welder certification tests. (b) Have a Certified Welding Inspector (CWI) observe welder certification tests. The Certified Welding Inspector (CWI) must be currently certified under the AWS Standard QC 1. (c) Maintain equipment for successful welding of the test assemblies. Machine controls to change or adjust parameters shall be fully operational. At the option of the welder, the welder may provide his own torch, tools, or other related accessory equipment. (d) Use AWS testing methods and procedures. The test facility must have a current ANSI / AASHTO / AWS D1.5 Bridge Welding Code available. (e) Maintain the final certification test reports for a three (3) year period. Standard certification test reports shall be used and completed clearly and accurately. Standard certification test reports must include the name of the welder, the name and title of the person conducting the test, the kinds of test specimens, the position of welds, the results of the tests, and the date of the test. Standard certification test reports must also state that the welds were prepared and tested in accordance with the requirements of ANSI / AASHTO / AWS D1.5 Bridge Welding Code. The certification test reports must be signed by the certifying authority.
4. Department will inspect the testing facility as necessary to inspect equipment, review procedures, and review records. 07/2008 QPL 807.66
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