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ASTM A328/A328M-03

(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
09-Apr-2003
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-00 - Standard Specification for Steel Sheet Piling
Effective Date
10-Apr-2003
Replaced By
ASTM A328/A328M-05 - Standard Specification for Steel Sheet Piling
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
10-Apr-2003
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
10-Apr-2003

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ASTM A328/A328M-03 - 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 03 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.
3
1. Scope * tural Steel Joints [Metric]
3
A 502 Specification for Steel Structural Rivets
1.1 This specification covers carbon steel sheet piling of
3
A 563 Specification for Carbon and Alloy Steel Nuts
structural quality for use in the construction of dock walls, sea
A 563M Specification for Carbon and Alloy Steel Nuts
walls, cofferdams, excavations, and like applications (see
3
[Metric]
Specification A 572/A 572M).
A 572/A 572M Specification for High-Strength Low-Alloy
1.2 When the steel is to be welded, it is presupposed that a
2
Columbium-Vanadium Structural Steel
welding procedure suitable for the grade of steel and intended
F 568M SpecificationforCarbonandAlloySteelExternally
use or service will be utilized. See Appendix X3 of Specifica-
3
Threaded Metric Fasteners
tion A 6/A 6M for information on weldability.
1.3 The values stated in either inch-pound units or SI units
3. General Requirements for Delivery
are to be regarded as standard. Within the text, the SI units are
3.1 Sheet piling furnished under this specification shall
shown in brackets. The values stated in each system are not
conform to the requirements of the current edition of Specifi-
exact equivalents; therefore, each system must be used inde-
cationA 6/A 6M, for the specific sheet piling ordered, unless a
pendentlyoftheother.Combiningvaluesfromthetwosystems
conflict exists, in which case this specification shall prevail.
may result in nonconformance with this specification.
3.2 Coils are excluded from qualification to this specifica-
1.4 For sheet piling produced from coil and furnished
tion until they are processed into finished sheet piling. Sheet
without heat treatment or with stress relieving only, the
piling produced from coil means sheet piling that has been cut
additional requirements, including additional testing require-
to individual lengths from a coil. The processor directly
ments and the reporting of additional test results, of Specifi-
controls, or is responsible for, the operations involved in the
cation A 6/A 6M apply.
processing of a coil into finished sheet piling. Such operations
2. Referenced Documents include decoiling, leveling, hot-forming or cold-forming (if
applicable), cutting to length, testing, inspection, conditioning,
2.1 ASTM Standards:
heat treatment (if applicable), packaging, marking, loading for
A 6/A 6M Specification for General Requirements for
shipment, and certification.
Rolled Structural Steel Bars, Plates, Shapes, and Sheet
2
Piling
NOTE 1—For sheet piling produced from coil and furnished without
2
A 36/A 36M Specification for Carbon Structural Steel heat treatment or with stress relieving only, two test results are to be
reported for each qualifying coil.Additional requirements regarding sheet
A 307 Specification for Carbon Steel Bolts and Studs,
3
piling produced from coil are described in Specification A 6/A 6M.
60 000 psi Tensile Strength
A 325 Specification for Structural Bolts, Steel, Heat
4. Appurtenant Materials
3
Treated, 120/105 ksi Minimum Tensile Strength
4.1 When components of a steel structure are identified with
A 325M Specification for High-Strength Bolts for Struc-
thisASTM designation but the product form is not listed in the
scope of this standard, the material shall conform to one of the
standards listed in Table 1 unless otherwise specified by the
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
purchaser. Table 1 does not provide any specification require-
Stainless Steel, and RelatedAlloys and is the direct responsibility of Subcommittee
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
ments to a manufacturer or processor. Orders to a manufacturer
Current edition approved April 10, 2003. Published May 2003. Originally
or processor should describe the required ASTM designation
published in 1950. Last previous edition approved in 2000 as A 328/A 328M – 00.
2 for product forms not listed in the scope of this specification.
Annual Book of ASTM Standards, Vol 01.04.
3
Annual Book of ASTM Standards, Vol 15.08.
*ASummary 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 State
...

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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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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.  
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.  
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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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ASTM A3-01(2019)(Specification)
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This specification covers steel joint bars of low-carbon, medium-carbon, and high-carbon grades (Grades 1, 2, and 3) for railway applications. Steel shall be made through basic-oxygen or electric-furnace processes and cast through continuous process or in ingots. An analysis of each heat or cast shall be made to determine the percentage compositions of carbon, manganese, phosphorus, and sulfur. Tension test shall also be made to conform to specified tensile strength and elongation values. Guidelines on the dimensions and physical variations of joint bars are given. Inspection, rejection, rehearing, certification, and product marking procedures are cited.
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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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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.  
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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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