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ASTM A857/A857M-07

(Specification)

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

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 A 6/A 6M 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
28-Feb-2007
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-05 - Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage
Effective Date
01-Mar-2007
Replaced By
ASTM A857/A857M-07(2013) - Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage
Effective Date
01-Apr-2013
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-2007

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ASTM A857/A857M-07 - Standard Specification for Steel Sheet Piling, Cold Formed, Light GageASTM A857/A857M-07 - Standard Specification for Steel Sheet Piling, Cold Formed, Light Gage
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ASTM A857/A857M-07 - 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:A857/A857M −07
StandardSpecification 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 (´) 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* 3. General Requirements for Delivery
1.1 This specification covers cold-formed, light gage carbon 3.1 Material furnished under this specification shall con-
steel sheet piling of structural quality for use in the construc- form to the requirements of the current edition of Specification
tion of shore walls, trench shoring, wingwalls, bulkheads, and A6/A6M, for the ordered material, unless a conflict exists in
like applications. which case this specification shall prevail.
1.2 The nominal thickness of material furnished under this
4. Materials and Manufacture
specification shall be 0.25 in. [6.4 mm] or less.
4.1 Sheet piling shall be produced using one of the follow-
1.3 When the sheet piling is to be welded, it is presupposed
ing processes:
that a welding procedure suitable for the grade of steel and
4.1.1 Decoiling coiled material and feeding it through a
intended use or service will be used. See Appendix X3 of
multi-stand roll-forming mill at ambient temperature, or
Specification A6/A6M for information on weldability.
4.1.2 Forming cut lengths of material into piling on a press
1.4 The values stated in either inch-pound units or SI units
break.
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
5. Chemical Composition
exact equivalents; therefore, each system must be used inde-
5.1 The chemical composition of the steel on heat analysis
pendentlyoftheother.Combiningvaluesfromthetwosystems
shall conform to the requirements listed in Table 1.
may result in nonconformance with the specification.
6. Tension Test
2. Referenced Documents
6.1 Thesourcematerialorthesheetpilingasprovidedin6.2
2
2.1 ASTM Standards:
and 6.3, as represented by the test specimens, shall conform to
A6/A6M Specification for General Requirements for Rolled
the tensile requirements for the grade specified as listed in
Structural Steel Bars, Plates, Shapes, and Sheet Piling
Table 2.
A1011/A1011M Specification for Steel, Sheet and Strip,
6.2 Sheet and strip source materials shall be tested in
Hot-Rolled, Carbon, Structural, High-Strength Low-
accordance with the requirements of Specification A1011/
Alloy, High-Strength Low-Alloy with Improved
A1011MorA1018/A1018M.Thetestspecimensshallbetaken
Formability, and Ultra-High Strength
from the source material or from the sheet piling. If test
A1018/A1018M Specification for Steel, Sheet and Strip,
specimens are obtained from the sheet piling, they are to be
Heavy-Thickness Coils, Hot-Rolled, Carbon,
taken from a nondeformed area.
Commercial, Drawing, Structural, High-Strength Low-
Alloy, High-Strength Low-Alloy with Improved 6.3 Plate source material shall be tested in accordance with
Formability, and Ultra-High Strength
the requirements of Specification A6/A6M, except that the test
specimen may be taken such that the longitudinal axis of the
specimens are parallel to the final direction of rolling of the
1 material. The test specimens shall be taken from the source or
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee from the sheet piling on a nondeformed area.
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved March 1, 2007. Published March 2007. Originally
7. Identification
approved in 1986. Last previous edition approved in 2005 as A857 – 05. DOI:
10.1520/A0857_A0857M-07.
7.1 Each piece of piling shall be marked with the manufac-
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
turer’s name or trademark, this specification number, grade
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
designation, heat number, and section size designation, except
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. that secured lifts of piling less than 0.230 in. [5.8 mm] in
*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 ----------------------
A857/A857M−07
A
TABLE 1 Chemical Requirements TABLE 2 Tensile Requirements
Heat Analysi
...

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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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SCOPE
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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.
SCOPE
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].  
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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.  
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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.  
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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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