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ASTM A690/A690M-07

(Specification)

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

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

ABSTRACT
This specification deals with the standard structural quality of high-strength low-alloy nickel, copper, phosphorus steel H-piles and sheet piling for use in the construction of dock walls, bulkheads, excavations, and like applications in marine environments. The steel shall be semi-killed or killed and shall be exposed to the washing action of rain and the drying action of the wind or sun, or both to determine its atmospheric corrosion resistance. Material specimens shall undergo product analysis, heat analysis, and tension testing and shall conform to the required chemical composition, tolerance, tensile strength, yield point, and elongation specifications.
SCOPE
1.1 This specification covers high-strength low-alloy nickel, copper, phosphorus steel H-piles and sheet piling of structural quality for use in the construction of dock walls, sea walls, bulkheads, excavations, and like applications in marine environments.
1.2 The atmospheric corrosion resistance of this steel is substantially better than that of ordinary carbon steels with or without copper addition (see Note 1). The steel has also shown to have substantially greater resistance to seawater "Splash Zone" corrosion than ordinary carbon steel (Specifications A 36/A 36M and A 328/A 328M) where exposed to the washing action of rain and the drying action of the wind or sun, or both. Where the steel is not boldly exposed, the usual provisions for the protection of ordinary carbon steel should be considered. Note 0
For methods of estimating atmospheric corrosion resistance of low-alloy steels, see Guide G 101.
1.3 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 X 3 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 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
93.140 - Construction of waterways, ports and dykes
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 A690/A690M-05 - 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-2007
Replaced By
ASTM A690/A690M-07(2012) - 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-2012
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 A690/A690M-07 - Standard Specification for High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine EnvironmentsASTM A690/A690M-07 - 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
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ASTM A690/A690M-07 - 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
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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: A690/A690M – 07
Standard Specification for
High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel
H-Piles and Sheet Piling with Atmospheric Corrosion
1
Resistance for Use in Marine Environments
This standard is issued under the fixed designationA690/A690M; 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* 2. Referenced Documents
2
1.1 This specification covers high-strength low-alloy nickel, 2.1 ASTM Standards:
copper, phosphorus steel H-piles and sheet piling of structural A6/A6M SpecificationforGeneralRequirementsforRolled
quality for use in the construction of dock walls, sea walls, Structural Steel Bars, Plates, Shapes, and Sheet Piling
bulkheads, excavations, and like applications in marine envi- A36/A36M Specification for Carbon Structural Steel
ronments. A328/A328M Specification for Steel Sheet Piling
1.2 The atmospheric corrosion resistance of this steel is G101 Guide for Estimating the Atmospheric Corrosion
substantially better than that of ordinary carbon steels with or Resistance of Low-Alloy Steels
without copper addition (see Note 1). The steel has also shown
3. General Requirements for Delivery
to have substantially greater resistance to seawater “Splash
3.1 Structural products furnished under this specification
Zone” corrosion than ordinary carbon steel (Specifications
A36/A36M and A328/A328M) where exposed to the washing shall conform to the requirements of the current edition of
Specification A6/A6M, for the specific structural product
action of rain and the drying action of the wind or sun, or both.
Where the steel is not boldly exposed, the usual provisions for ordered, unless a conflict exists in which case this specification
shall prevail.
the protection of ordinary carbon steel should be considered.
3.2 Coils are excluded from qualification to this specifica-
NOTE 1—For methods of estimating atmospheric corrosion resistance
tion until they are processed into a finished structural product.
of low-alloy steels, see Guide G101.
Structural products produced from coil means structural prod-
1.3 When the steel is to be welded, it is presupposed that a
ucts that have been cut to individual lengths from a coil. The
welding procedure suitable for the grade of steel and intended
processor directly controls, or is responsible for, the operations
use or service will be utilized. See Appendix X 3 of Specifi-
involved in the processing of a coil into finished structural
cation A6/A6M for information on weldability.
product. Such operations include decoiling, leveling or
1.4 The values stated in either inch-pound units or SI units
straightening, hot-forming or cold-forming (if applicable),
are to be regarded as standard. Within the text, the SI units are
cutting to length, testing, inspection, conditioning, heat treat-
shown in brackets. The values stated in each system are not
ment(ifapplicable),packaging,marking,loadingforshipment,
exact equivalents; therefore, each system must be used inde-
and certification.
pendentlyoftheother.Combiningvaluesfromthetwosystems
NOTE 2—For structural products produced from coil and furnished
may result in nonconformance with the specification.
without heat treatment or with stress relieving only, two test results are to
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
2
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved March 1, 2007. Published March 2007. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1974. Last previous edition approved in 2005 as A690/A690M – 05. Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/A0690_A0690M-07. the ASTM website.
*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 States.
1

---------------------- Page: 1 ----------------------
A690/A690M – 07
TABLE 1 Chemical Requirements
5.2 The steel shall conform on product analysis to the
requirements prescribed in Table 1, subject to the product
Composition, % Heat
Element
analysis tolerances in Specification A6/A6M.
Analysis
5.3 Choice and use of alloying elements, combined with the
Carbon, max 0.22
A
Manganese 0.60–0.90
listed element requirements p
...

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This specification deals with the standard structural quality of high-strength low-alloy nickel, copper, phosphorus steel H-piles and sheet piling for use in the construction of dock walls, bulkheads, excavations, and like applications in marine environments. The steel shall be semi-killed or killed and shall be exposed to the washing action of rain and the drying action of wind or sun, or both to determine its atmospheric corrosion resistance. Material specimens shall undergo product analysis, heat analysis, and tension testing and shall conform to the required chemical composition, tolerance, tensile strength, yield point, and elongation specifications.
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This specification covers the construction of marine berths for officers, crew, and passengers. Berths shall be classified according to types: Type I; Type IA; Type II; Type IIA; Type III; and Type IIIA. Metal components shall be joined by welding. Spotweld depressions, on exposed surfaces, shall be spot filled and sanded. Side and end panels shall be suitably stiffened to prevent buckling or oil-canning. Sound deadening shall be vermin proof and applied to unstiffened areas where needed, and in thickness required, to sound deaden berth. The completed berth assembly with drawers installed, but without a mattress or box spring, shall satisfy the corresponding performance requirements.
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ASTM D7208-23(Test Method)
Standard Test Method for Determination of Temporary Ditch Check Performance in Protecting Earthen Channels from Stormwater-Induced Erosion

SIGNIFICANCE AND USE
5.1 This test method evaluates a system of temporary ditch checks and their means of installation to:  
5.1.1 Reduce soil loss and sediment concentrations in stormwater runoff under conditions of varying channel conditions and soil type; and  
5.1.2 Improve water quality exiting the area disturbed by earthwork activity by reducing suspended solids.  
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SCOPE
1.1 This test method covers the guidelines, requirements, and procedures for evaluating the ability of temporary ditch check systems to protect earthen channels from stormwater-induced erosion. Critical elements of this protection are the ability of the temporary ditch check to:  
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SIGNIFICANCE AND USE
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SCOPE
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1.8 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mat...

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ASTM A690/A690M-13a(2018)(Specification)
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

ABSTRACT
This specification deals with the standard structural quality of high-strength low-alloy nickel, copper, phosphorus steel H-piles and sheet piling for use in the construction of dock walls, bulkheads, excavations, and like applications in marine environments. The steel shall be semi-killed or killed and shall be exposed to the washing action of rain and the drying action of wind or sun, or both to determine its atmospheric corrosion resistance. Material specimens shall undergo product analysis, heat analysis, and tension testing and shall conform to the required chemical composition, tolerance, tensile strength, yield point, and elongation specifications.
SCOPE
1.1 This specification covers high-strength low-alloy nickel, copper, phosphorus steel H-piles and sheet piling of structural quality for use in the construction of dock walls, sea walls, bulkheads, excavations, and like applications in marine environments.  
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Note 1: For methods of estimating atmospheric corrosion resistance of low-alloy steels, see Guide G101.  
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Standard Guide for Ecological Considerations for the Use of Oil Spill Dispersants in Freshwater and Other Inland Environments, Lakes and Large Water Bodies

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3.1 This guide is meant to aid response teams who may use it during spill response planning and spill events.  
3.2 This guide should be adapted to site specific circumstance.
SCOPE
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4.1 This test method establishes a selected set of conditions of temperature, relative humidity and rate of evaporation of the environment to which a mortar specimen of stated composition shall be subjected for a specified period of time during which its change in length is determined and designated “drying shrinkage.”  
4.2 The drying shrinkage of mortar as determined by this test method has a linear relation to the drying shrinkage of concrete made with the same cement and exposed to the same drying conditions.4 Hence this test method may be used when it is desired to develop data on the effect of a hydraulic cement on the drying shrinkage of concrete made with that cement.
SCOPE
1.1 This test method determines the change in length on drying of mortar bars containing hydraulic cement and graded standard sand.  
1.2 The values stated in SI units are to be regarded as standard. When combined standards are referenced, the selection of measurement system is at the user’s discretion subject to the requirements of the referenced standard.  
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure).2  
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
ASTM D1751-23(Specification)
Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Asphalt Types)

SCOPE
1.1 This specification covers preformed expansion joint filler having relatively little extrusion and substantial recovery after release from compression.  
1.2 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.  
Note 1: Attention is called to Specifications D1752 and D994/D994M.  
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the 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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  • Technical specification
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