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ASTM A328/A328M-00

(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 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.  
For structural piling produced from coil, 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-Mar-2000
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

Replaced By
ASTM A328/A328M-03 - Standard Specification for Steel 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-Mar-2000
Referred By
ASTM A950/A950M-11(2023) - Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
Effective Date
10-Mar-2000

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ASTM A328/A328M-00 - Standard Specification for Steel Sheet PilingASTM A328/A328M-00 - Standard Specification for Steel Sheet Piling
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ASTM A328/A328M-00 - Standard Specification for Steel Sheet Piling
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: A 328/A 328M – 00 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 A 328/A 328M; 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 Columbium-Vanadium Structural Steel
F 568M Specification for Carbon and Alloy Steel Externally
1.1 This specification covers carbon steel sheet piling of
Threaded Metric Fasteners
structural quality for use in the construction of dock walls, sea
walls, cofferdams, excavations, and like applications (see
3. General Requirements for Delivery
Specification A 572/A 572M).
3.1 Material furnished under this specification shall con-
1.2 When the steel is to be welded, it is presupposed that a
form to the requirements of the current edition of Specification
welding procedure suitable for the grade of steel and intended
A 6/A 6M, for the ordered material, unless a conflict exists in
use or service will be utilized. See Appendix X3 of Specifica-
which case this specification shall prevail.
tion A 6/A 6M for information on weldability.
3.1.1 Coiled product is excluded from qualification to this
1.3 The values stated in either inch-pound units or SI units
specification until it is decoiled, leveled and cut to length.
are to be regarded as standard. Within the text, the SI units are
Structural piling produced from coil means structural piling
shown in brackets. The values stated in each system are not
that have been cut to individual lengths from a coiled product
exact equivalents; therefore, each system must be used inde-
and are furnished without heat treatment. The processor
pendently of the other. Combining values from the two systems
decoils, levels, cuts to length and marks the product. The
may result in nonconformance with this specification.
processor is responsible for performing and certifying all tests,
1.4 For structural piling produced from coil, the additional
examinations, repairs, inspections or operations not intended to
requirements, including additional testing requirements and the
affect the properties of the material. For structural piling
reporting of additional test results, of Specification A 6/A 6M
produced from coils, two test results shall be reported for each
apply.
qualifying coil.
2. Referenced Documents
NOTE 1—Additional requirements regarding structural piling produced
2.1 ASTM Standards:
from coil are described in Specification A 6/A 6M.
A 6/A 6M Specification for General Requirements for
4. Appurtenant Materials
Rolled Structural Steel Bars, Plates, Shapes, and Sheet
4.1 When components of a steel structure are identified with
Piling
A 36/A 36M Specification for Carbon Structural Steel this ASTM designation but the product form is not listed in the
scope of this standard, the material shall conform to one of the
A 307 Specification for Carbon Steel Bolts and Studs,
60 000 psi Tensile Strength standards listed in Table 1 unless otherwise specified by the
purchaser. Table 1 does not provide any specification require-
A 325 Specification for Structural Bolts, Steel, Heat
Treated, 120/105 ksi Minimum Tensile Strength ments to a manufacturer or processor. Orders to a manufacturer
or processor should describe the required ASTM designation
A 325M Specification for High-Strength Bolts for Struc-
tural Steel Joints [Metric] for product forms not listed in the scope of this specification.
A 502 Specification for Steel Structural Rivets
3 5. Process
A 563 Specification for Carbon and Alloy Steel Nuts
5.1 The steel may be made by any process that produces
A 563M Specification for Carbon and Alloy Steel Nuts
material meeting the requirements set forth in this specifica-
[Metric]
tion.
A 572/A 572M Specification for High-Strength Low-A
...

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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.
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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).  
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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1.4 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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1.3 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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SCOPE
1.1 This specification covers carbon and high-strength steel shapes of structural quality manufactured by the electric-resistance forge-welding process from coils.  
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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  
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1.5 Unless the order specifies an “M” designation, the material shall be furnished to inch-pound units.  
Note 1: For forgings, see Specification A705/A705M.
Note 2: For billets and bars for forging see Specification A314.  
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This specification covers high-strength low-alloy steel shapes of structural quality, produced by quenching and self-tempering process (QST). The chemical analysis of the heat and of the steel product analysis shall conform to the chemical requirements prescribed by the reference materials. The Charpy V-notch test shall be performed to determine if the material conforms to the required tensile properties.
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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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1.3 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].  
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.  
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.  
1.2 The nominal thickness of material furnished under this specification shall be 0.25 in. [6.4 mm] or less.  
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ASTM A3-01(2019)(Specification)
Standard Specification for Steel Joint Bars, Low, Medium, and High Carbon (Non-Heat-Treated)

ABSTRACT
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.
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.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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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