ASTM A328/A328M-13a(2018)
(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.
1.5 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 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.
Designation:A328/A328M −13a (Reapproved 2018) 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 U.S. Department of Defense.
1. Scope 2. Referenced Documents
1.1 This specification covers carbon steel sheet piling of 2.1 ASTM Standards:
structural quality for use in the construction of dock walls, sea A6/A6M Specification for General Requirements for Rolled
walls, cofferdams, excavations, and like applications (see Structural Steel Bars, Plates, Shapes, and Sheet Piling
Specification A572/A572M). A572/A572M Specification for High-Strength Low-Alloy
Columbium-Vanadium Structural Steel
1.2 When the steel is to be welded, it is presupposed that a
welding procedure suitable for the grade of steel and intended
3. General Requirements for Delivery
use or service will be utilized. See Appendix X3 of Specifica-
3.1 Sheet piling furnished under this specification shall
tion A6/A6M for information on weldability.
conform to the requirements of the current edition of Specifi-
1.3 The values stated in either inch-pound units or SI units
cation A6/A6M, for the specific sheet piling ordered, unless a
are to be regarded as standard. Within the text, the SI units are
conflict exists, in which case this specification shall prevail.
shown in brackets. The values stated in each system are not
3.2 Coils are excluded from qualification to this specifica-
exact equivalents; therefore, each system must be used inde-
tion until they are processed into finished sheet piling. Sheet
pendentlyoftheother.Combiningvaluesfromthetwosystems
piling produced from coil means sheet piling that has been cut
may result in nonconformance with this specification.
to individual lengths from a coil. The processor directly
1.4 For sheet piling produced from coil and furnished
controls, or is responsible for, the operations involved in the
without heat treatment or with stress relieving only, the
processing of a coil into finished sheet piling. Such operations
additional requirements, including additional testing require-
include decoiling, leveling, hot-forming or cold-forming (if
ments and the reporting of additional test results, of Specifi-
applicable), cutting to length, testing, inspection, conditioning,
cation A6/A6M apply.
heat treatment (if applicable), packaging, marking, loading for
1.5 This international standard was developed in accor-
shipment, and certification.
dance with internationally recognized principles on standard-
NOTE 1—For sheet piling produced from coil and furnished without
ization established in the Decision on Principles for the
heat treatment or with stress relieving only, two test results are to be
Development of International Standards, Guides and Recom-
reported for each qualifying coil.Additional requirements regarding sheet
mendations issued by the World Trade Organization Technical piling produced from coil are described in Specification A6/A6M.
Barriers to Trade (TBT) Committee.
4. Process
4.1 The steel shall be killed.
5. Chemical Requirements
5.1 The heat analysis shall conform to the requirements
prescribed in Table 1.
5.2 The steel shall conform on product analysis to the
requirements pre
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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 − 13a (Reapproved 2018) 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 designation A328/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 U.S. Department of Defense.
1. Scope 2. Referenced Documents
1.1 This specification covers carbon steel sheet piling of 2.1 ASTM Standards:
structural quality for use in the construction of dock walls, sea A6/A6M Specification for General Requirements for Rolled
walls, cofferdams, excavations, and like applications (see Structural Steel Bars, Plates, Shapes, and Sheet Piling
Specification A572/A572M). A572/A572M Specification for High-Strength Low-Alloy
Columbium-Vanadium Structural Steel
1.2 When the steel is to be welded, it is presupposed that a
welding procedure suitable for the grade of steel and intended
3. General Requirements for Delivery
use or service will be utilized. See Appendix X3 of Specifica-
3.1 Sheet piling furnished under this specification shall
tion A6/A6M for information on weldability.
conform to the requirements of the current edition of Specifi-
1.3 The values stated in either inch-pound units or SI units
cation A6/A6M, for the specific sheet piling ordered, unless a
are to be regarded as standard. Within the text, the SI units are
conflict exists, in which case this specification shall prevail.
shown in brackets. The values stated in each system are not
3.2 Coils are excluded from qualification to this specifica-
exact equivalents; therefore, each system must be used inde-
tion until they are processed into finished sheet piling. Sheet
pendently of the other. Combining values from the two systems
piling produced from coil means sheet piling that has been cut
may result in nonconformance with this specification.
to individual lengths from a coil. The processor directly
1.4 For sheet piling produced from coil and furnished
controls, or is responsible for, the operations involved in the
without heat treatment or with stress relieving only, the
processing of a coil into finished sheet piling. Such operations
additional requirements, including additional testing require-
include decoiling, leveling, hot-forming or cold-forming (if
ments and the reporting of additional test results, of Specifi-
applicable), cutting to length, testing, inspection, conditioning,
cation A6/A6M apply.
heat treatment (if applicable), packaging, marking, loading for
1.5 This international standard was developed in accor-
shipment, and certification.
dance with internationally recognized principles on standard-
NOTE 1—For sheet piling produced from coil and furnished without
ization established in the Decision on Principles for the
heat treatment or with stress relieving only, two test results are to be
Development of International Standards, Guides and Recom-
reported for each qualifying coil. Additional requirements regarding sheet
mendations issued by the World Trade Organization Technical piling produced from coil are described in Specification A6/A6M.
Barriers to Trade (TBT) Committee.
4. Process
4.1 The steel shall be killed.
5. Chemical Requirements
5.1 The heat analysis shall conform to the requirements
prescribed in Table 1.
5.2 The steel shall conform on product analysis to the
requirements prescribed in Table 1, subject to the product
analysis tolerances in Specificatio
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: A328/A328M − 13a A328/A328M − 13a (Reapproved 2018) 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 designation A328/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 U.S. Department of Defense.
1. Scope*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.
1.5 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.
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.02
on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved Nov. 1, 2013March 1, 2018. Published November 2013March 2018. Originally published in 1950. Last previous edition approved in 2013 as
A328/A328M – 13.A328/A328M – 13a. DOI: 10.1520/A0328_A0328M-13A.10.1520/A0328_A0328M-13AR18.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
A328/A328M − 13a (2018)
2. Referenced Documents
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
A572/A572M Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel
3. General Requirements for Delivery
3.1 Sheet piling furnished under this specification shall conform to the requirements of the current edition of Specification
A6/A6M, for the specific sheet piling ordered, unless a conflict exists, in which case this specification shall prevail.
3.2 Coils are excluded from qualification to this specification until they are processed into finished sheet piling. Sheet piling
produced from coil means sheet piling that has been cut to individual lengths from a coil. The processor directly controls, or is
responsible for, the operations involved in the processing of a coil into finished sheet piling. Such operations include decoiling,
leveling, hot-forming or cold-forming (if applicable), cutting to length, testing, inspection, conditioning, heat treatment (if
applicable), packaging, marking, loading for shipment, and certification.
NOTE 1—For sheet piling produced from coil and furnished wit
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