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ASTM A857/A857M-05

(Specification)

Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage

Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage

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, cofferdams, 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.

General Information

Status
Historical
Publication Date
31-Aug-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 A857/A857M-00a - Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage
Effective Date
01-Sep-2005
Replaced By
ASTM A857/A857M-07 - Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage
Effective Date
01-Mar-2007
Referred By
ASTM A950/A950M-11(2023) - Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
Effective Date
01-Sep-2005

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ASTM A857/A857M-05 - Standard Specification for Steel Sheet Piling, Cold Formed, Light GageASTM A857/A857M-05 - Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage
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ASTM A857/A857M-05 - Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: A 857/A 857M – 05
Standard Specification for
1
Steel Sheet Piling, Cold Formed, Light Gage
This standard is issued under the fixed designationA857/A857M; 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.
1. Scope* A 563M Specification for Carbon and Alloy Steel Nuts
[Metric]
1.1 This specification covers cold-formed, light gage carbon
A 1011/A 1011M Specification for Steel Sheet and Strip,
steel sheet piling of structural quality for use in the construc-
Hot-Rolled, Carbon, Structural, High-Strength, LowAlloy
tion of shore walls, trench shoring, wingwalls, bulkheads, and
and High-Strength LowAlloy With Improved Formability
like applications.
A 1018/A 1018M Specification for Steel, Sheet and Strip,
1.2 The nominal thickness of material furnished under this
Heavy Thickness Coils, Hot-Rolled, Carbon, Commercial,
specification shall be 0.25 in. [6.4 mm] or less.
Drawing, Structural High-Strength Low Alloy and High-
1.3 When the sheet piling is to be welded, it is presupposed
Strength Low Alloy With Improved Formability
that a welding procedure suitable for the grade of steel and
intended use or service will be used. See Appendix X3 of
3. General Requirements for Delivery
Specification A 6/A 6M for information on weldability.
3.1 Material furnished under this specification shall con-
1.4 The values stated in either inch-pound units or SI units
form to the requirements of the current edition of Specification
are to be regarded as the standard. Within the text, the SI units
A 6/A 6M, for the ordered material, unless a conflict exists in
are shown in brackets.The values stated in each system are not
which case this specification shall prevail.
exact equivalents; therefore, each system must be used inde-
pendentlyoftheother.Combiningvaluesfromthetwosystems
4. Appurtenant Materials
may result in nonconformance with the specification.
4.1 When components of a steel structure are identified with
2. Referenced Documents thisASTM designation but the product form is not listed in the
2 scope of this specification, the material shall conform to one of
2.1 ASTM Standards:
the standards listed inTable 1 unless otherwise specified by the
A 6/A6M Specification for General Requirements for
purchaser. Table 1 does not provide any specification require-
Rolled Structural Steel Bars, Plates, Shapes, and Sheet
ments to a manufacturer or processor. Orders to a manufacturer
Piling
or processor should describe the required ASTM designation
A 36/A36M Specification for Carbon Structural Steel
for product forms not listed in the scope of this specification.
A 307 Specification for Carbon Steel Bolts and Studs,
Appurtenant materials delivered shall be compatible in
60 000 psi Tensile Strength
strength, corrosion resistance, and weldability with materials
A 325 Specification for Structural Bolts, Steel, Heat
purchased.
Treated, 120/105 ksi Minimum Tensile Strength
A 325M Specification for High-Strength Bolts for Struc-
5. Materials and Manufacture
tural Steel Joints [Metric]
5.1 Sheet piling shall be produced using one of the follow-
A 502 Specification for Rivets, Steel, Structural
ing processes:
A 563 Specification for Carbon and Alloy Steel Nuts
5.1.1 Decoiling coiled material and feeding it through a
multi-stand roll-forming mill at ambient temperature, or
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, 5.1.2 Forming cut lengths of material into piling on a press
Stainless Steel, and RelatedAlloys and is the direct responsibility of Subcommittee
break.
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
Current edition approved Sept. 1, 2005. Published September 2005. Originally
6. Chemical Composition
approved in 1986. Last previous edition approved in 2000 as A 857 – 00a.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 6.1 The chemical composition of the steel on heat analysis
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
shall conform to the requirements listed in Table 2.
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
*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.
1

---------------------- Page: 1 ----------------------
A 857/A 857M – 05
TABLE 1 Appurtenant Material Specifications TABLE 3 Tensile Requirements
NOTE 1— The specifier should be satisfied of the suitability of these
Elongation Percent,
materials for the intended application. Composi
...

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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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FIG. 1 Appearance of Peel Test Criteria  
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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.  
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ASTM A857/A857M-19(Specification)
Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage

ABSTRACT
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.  
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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ASTM A3-01(2019)(Specification)
Standard Specification for Steel Joint Bars, Low, Medium, and High Carbon (Non-Heat-Treated)

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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.
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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ASTM A328/A328M-13a(2018)(Specification)
Standard Specification for Steel Sheet Piling

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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.  
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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