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ASTM A328/A328M-07(2012)

(Specification)

Standard Specification for Steel Sheet Piling

Standard Specification for Steel Sheet Piling

ABSTRACT
This specification covers carbon steel sheet piling of structural quality for use in the construction of dock walls, sea walls, cofferdams, excavations, and similar applications. When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. The steel may be made by any process that produces material meeting the requirements set forth in this specification. Heat or product analysis of the steel shall conform to the chemical requirements prescribed for phosphorus, sulfur, and copper. The tensile test requirements include: tensile strength, yield point, and elongation.
SCOPE
1.1 This specification covers carbon steel sheet piling of structural quality for use in the construction of dock walls, sea walls, cofferdams, excavations, and like applications (see Specification A572/A572M).  
1.2 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.  
1.3 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.  
1.4 For sheet piling produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.

General Information

Status
Historical
Publication Date
29-Feb-2012
ICS
77.140.70 - Steel profiles
Technical Committee
A01 - Steel, Stainless Steel and Related Alloys
Drafting Committee
A01.02 - Structural Steel for Bridges, Buildings, Rolling Stock and Ships
Current Stage
Ref Project

Relations

Replaces
ASTM A328/A328M-07 - Standard Specification for Steel Sheet Piling
Effective Date
01-Mar-2012
Replaced By
ASTM A328/A328M-13 - Standard Specification for Steel Sheet Piling
Effective Date
01-May-2013
Referred By
ASTM A950/A950M-11(2023) - Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
Effective Date
01-Mar-2012
Referred By
ASTM A690/A690M-13a(2018) - Standard Specification for High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments
Effective Date
01-Mar-2012

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ASTM A328/A328M-07(2012) - Standard Specification for Steel Sheet PilingASTM A328/A328M-07(2012) - Standard Specification for Steel Sheet Piling
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ASTM A328/A328M-07(2012) - Standard Specification for Steel Sheet Piling
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:A328/A328M −07(Reapproved 2012) American Association State
Highway and Transportation Officials Standard
AASHTO No.: M 202
Standard Specification for
Steel Sheet Piling
This standard is issued under the fixed designationA328/A328M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope cation A6/A6M, for the specific sheet piling ordered, unless a
conflict exists, in which case this specification shall prevail.
1.1 This specification covers carbon steel sheet piling of
structural quality for use in the construction of dock walls, sea 3.2 Coils are excluded from qualification to this specifica-
walls, cofferdams, excavations, and like applications (see tion until they are processed into finished sheet piling. Sheet
Specification A572/A572M). piling produced from coil means sheet piling that has been cut
to individual lengths from a coil. The processor directly
1.2 When the steel is to be welded, it is presupposed that a
controls, or is responsible for, the operations involved in the
welding procedure suitable for the grade of steel and intended
processing of a coil into finished sheet piling. Such operations
use or service will be utilized. See Appendix X3 of Specifica-
include decoiling, leveling, hot-forming or cold-forming (if
tion A6/A6M for information on weldability.
applicable), cutting to length, testing, inspection, conditioning,
1.3 The values stated in either inch-pound units or SI units
heat treatment (if applicable), packaging, marking, loading for
are to be regarded as standard. Within the text, the SI units are
shipment, and certification.
shown in brackets. The values stated in each system are not
NOTE 1—For sheet piling produced from coil and furnished without
exact equivalents; therefore, each system must be used inde-
heat treatment or with stress relieving only, two test results are to be
pendentlyoftheother.Combiningvaluesfromthetwosystems
reported for each qualifying coil.Additional requirements regarding sheet
may result in nonconformance with this specification.
piling produced from coil are described in Specification A6/A6M.
1.4 For sheet piling produced from coil and furnished
4. Process
without heat treatment or with stress relieving only, the
4.1 The steel may be made by any process that produces
additional requirements, including additional testing require-
material meeting the requirements set forth in this specifica-
ments and the reporting of additional test results, of Specifi-
tion.
cation A6/A6M apply.
5. Chemical Requirements
2. Referenced Documents
5.1 The heat analysis shall conform to the requirements
2.1 ASTM Standards:
prescribed in Table 1.
A6/A6M Specification for General Requirements for Rolled
Structural Steel Bars, Plates, Shapes, and Sheet Piling
5.2 The steel shall conform on product analysis to the
A572/A572M Specification for High-Strength Low-Alloy
requirements prescribed in Table 1, subject to the product
Columbium-Vanadium Structural Steel
analysis tolerances in Specification A6/A6M.
3. General Requirements for Delivery
6. Mechanical Requirements
3.1 Sheet piling furnished under this specification shall 6.1 The material, as represented by the test specimens,
conform to the requirements of the
...

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1.1 This specification covers carbon steel sheet piling of structural quality for use in the construction of dock walls, sea walls, cofferdams, excavations, and like applications (see Specification A572/A572M).  
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Note 1: Caution—Because of the absence of smooth, integral, large radius fillets at the junctions of the webs and the flanges (see Fig. 1), fatigue limits of resistance forge-welded shapes in torsion, lateral loading, and flexure are usually lower than those for hot-rolled shapes of similar size and material. Users should consult shape manufacturers for recommended values of fatigue limits for each specific use, material, and size in cases where dynamic loading is a principal design consideration.  
FIG. 1 Appearance of Peel Test Criteria  
1.4 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.  
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SCOPE
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SCOPE
1.1 This specification covers high-strength low-alloy structural steel shapes in Grades 50 [345], 60 [415], 65 [450], 70 [485], and 80 [550], produced by the quenching and self-tempering process (QST). The shapes are intended for riveted, bolted or welded construction of bridges, buildings and other structures.  
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1.3 Due to the inherent characteristics of the QST process, Grade 50 [345], 60 [415], 65 [450], and 70 [485] shapes shall not be formed nor post weld heat treated at temperatures exceeding 1100°F [595°C] and Grade 80 [550] shapes shall not be formed nor post weld heat treated at temperatures exceeding 1000°F [540°C].  
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1.5 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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This specification covers cold-formed, light gage carbon steel sheet piling for use in the construction of shore walls, trench shoring, wingwalls, and bulkheads. Heat analysis shall be done wherein the carbon steel sheet shall conform to the required chemical composition for carbon, manganese, phosphorus, sulfur, and copper. Sheet and strip source materials shall undergo the tension test and conform with the specified tensile values of yield point, tensile strength, and elongation.
SCOPE
1.1 This specification covers cold-formed, light gage carbon steel sheet piling of structural quality for use in the construction of shore walls, trench shoring, wingwalls, bulkheads, and like applications.  
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SCOPE
1.1 This specification covers steel joint bars for connecting steel rails in mine, industrial, and standard railroad track.  
1.2 Three grades of joint bars are defined for applications where non-heat treated bars are suitable:  
1.2.1 Grade 1, low-carbon, primarily for industrial and mine use.  
1.2.2 Grade 2, medium-carbon, primarily for industrial and mine use.  
1.2.3 Grade 3, high-carbon, for general use in standard railroad track. They may be used in the production of insulated track joints.  
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1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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