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ASTM A328/A328M-05

(Specification)

Standard Specification for Steel Sheet Piling

Standard Specification for Steel Sheet Piling

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 A 572/A 572M).
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 A 6/A 6M 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 A 6/A 6M apply.

General Information

Status
Historical
Publication Date
28-Feb-2005
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-03 - Standard Specification for Steel Sheet Piling
Effective Date
01-Mar-2005
Replaced By
ASTM A328/A328M-07 - Standard Specification for Steel Sheet Piling
Effective Date
01-Mar-2007
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-2005
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-2005

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ASTM A328/A328M-05 - Standard Specification for Steel Sheet PilingASTM A328/A328M-05 - Standard Specification for Steel Sheet Piling
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ASTM A328/A328M-05 - Standard Specification for Steel Sheet Piling
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Standards Content (Sample)

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
American Association State
Designation: A 328/A 328M – 05 Highway and Transportation Officials Standard
AASHTO No.: M 202
Standard Specification for
1
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 (e) 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* A 325M Specification for Structural Bolts, Steel, Heat
Treated 830 MPa Minimum Tensile Strength [Metric]
1.1 This specification covers carbon steel sheet piling of
A 502 Specification for Rivets, Steel, Structural
structural quality for use in the construction of dock walls, sea
A 563 Specification for Carbon and Alloy Steel Nuts
walls, cofferdams, excavations, and like applications (see
A 563M Specification for Carbon and Alloy Steel Nuts
Specification A 572/A 572M).
[Metric]
1.2 When the steel is to be welded, it is presupposed that a
A 572/A 572M Specification for High-Strength Low-Alloy
welding procedure suitable for the grade of steel and intended
Columbium-Vanadium Structural Steel
use or service will be utilized. See Appendix X3 of Specifica-
F 568M SpecificationforCarbonandAlloySteelExternally
tion A 6/A 6M for information on weldability.
Threaded Metric Fasteners
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
3. General Requirements for Delivery
shown in brackets. The values stated in each system are not
3.1 Sheet piling furnished under this specification shall
exact equivalents; therefore, each system must be used inde-
conform to the requirements of the current edition of Specifi-
pendentlyoftheother.Combiningvaluesfromthetwosystems
cationA 6/A 6M, for the specific sheet piling ordered, unless a
may result in nonconformance with this specification.
conflict exists, in which case this specification shall prevail.
1.4 For sheet piling produced from coil and furnished
3.2 Coils are excluded from qualification to this specifica-
without heat treatment or with stress relieving only, the
tion until they are processed into finished sheet piling. Sheet
additional requirements, including additional testing require-
piling produced from coil means sheet piling that has been cut
ments and the reporting of additional test results, of Specifi-
to individual lengths from a coil. The processor directly
cation A 6/A 6M apply.
controls, or is responsible for, the operations involved in the
2. Referenced Documents processing of a coil into finished sheet piling. Such operations
2
include decoiling, leveling, hot-forming or cold-forming (if
2.1 ASTM Standards:
applicable), cutting to length, testing, inspection, conditioning,
A 6/A 6M Specification for General Requirements for
heat treatment (if applicable), packaging, marking, loading for
Rolled Structural Steel Bars, Plates, Shapes, and Sheet
shipment, and certification.
Piling
A 36/A 36M Specification for Carbon Structural Steel
NOTE 1—For sheet piling produced from coil and furnished without
A 307 Specification for Carbon Steel Bolts and Studs,
heat treatment or with stress relieving only, two test results are to be
reported for each qualifying coil.Additional requirements regarding sheet
60 000 psi Tensile Strength
piling produced from coil are described in Specification A 6/A 6M.
A 325 Specification for Structural Bolts, Steel, Heat
Treated, 120/105 ksi Minimum Tensile Strength
4. Appurtenant Materials
4.1 When components of a steel structure are identified with
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, thisASTM designation but the product form is not listed in the
Stainless Steel, and RelatedAlloys and is the direct responsibility of Subcommittee
scope of this standard, the material shall conform to one of the
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
standards listed in Table 1 unless otherwise specified by the
Current edition approved March 1, 2005. Published March 2005. Originally
purchaser. Table 1 does not provide any specification require-
published in 1950. Last previous edition approved in 2003 as A 328/A 328M – 03.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
ments to a manufacturer or processor. Orders to a manufacturer
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
or processor should describe the required ASTM designation
Standards volume information, refer to the standard’s Document Summary page on
for product forms not listed in the scope of this specification.
the ASTM website.
*ASummary of Chan
...

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FIG. 1 Appearance of Peel Test Criteria  
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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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1.1 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.  
1.2 The nominal thickness of material furnished under this specification shall be 0.25 in. [6.4 mm] or less.  
1.3 When the sheet piling is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be used. See Appendix X3 of Specification A6/A6M for information on weldability.  
1.4 The values stated in either inch-pound units or SI units are to be regarded as the 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 the specification.  
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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1.1 This specification covers steel joint bars for connecting steel rails in mine, industrial, and standard railroad track.  
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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.  
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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).  
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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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