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ASTM A690/A690M-05

(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

SCOPE
1.1 This specification covers high-strength low-alloy 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 steel has approximately two to three times greater resistance to seawater "Splash Zone" corrosion than ordinary carbon steel (Specifications A36/A36M and A328/ A328M) 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.  
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 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 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
30-Nov-2005
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-00a - Standard Specification for High-Strength Low-Alloy Steel H-Piles and Sheet Piling for Use in Marine Environments
Effective Date
01-Dec-2005
Replaced By
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
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-Dec-2005

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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 EnvironmentsASTM 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
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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
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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 690/A 690M – 05
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 (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* A 6/A6M Specification for General Requirements for
Rolled Structural Steel Bars, Plates, Shapes, and Sheet
1.1 This specification covers high-strength low-alloy nickel,
Piling
copper, phosphorus steel H-piles and sheet piling of structural
A 36/A36M Specification for Carbon Structural Steel
quality for use in the construction of dock walls, sea walls,
A 325 Specification for Structural Bolts, Steel, Heat
bulkheads, excavations, and like applications in marine envi-
Treated, 120/105 ksi Minimum Tensile Strength
ronments.
A 325M Specification for Structural Bolts, Steel, Heat
1.2 The atmospheric corrosion resistance of this steel is
Treated, 830 MPa Minimum Tensile Strength [Metric]
substantially better than that of ordinary carbon steels with or
A 328/A328M Specification for Steel Sheet Piling
without copper addition (see Note 1). The steel has also shown
A 588/A588M Specification for High-Strength Low-Alloy
to have substantially greater resistance to seawater “Splash
Structural Steel with 50 ksi [345 MPa] Minimum Yield
Zone” corrosion than ordinary carbon steel (Specifications
Point to 4 in. [100 mm] Thick
A 36/A 36M and A 328/A 328M) where exposed to the wash-
G 101 Guide for Estimating Atmospheric Corrosion Resis-
ing action of rain and the drying action of the wind or sun, or
tance of Low-Alloy Steels
both. Where the steel is not boldly exposed, the usual provi-
sions for the protection of ordinary carbon steel should be
3. General Requirements for Delivery
considered.
3.1 Structural products furnished under this specification
NOTE 1—For methods of estimating atmospheric corrosion resistance
shall conform to the requirements of the current edition of
of low-alloy steels, see Guide G 101.
Specification A 6/A 6M, for the specific structural product
1.3 When the steel is to be welded, it is presupposed that a
ordered, unless a conflict exists in which case this specification
welding procedure suitable for the grade of steel and intended
shall prevail.
use or service will be utilized. See Appendix X 3 of Specifi-
3.2 Coils are excluded from qualification to this specifica-
cation A 6/A 6M for information on weldability.
tion until they are processed into a finished structural product.
1.4 The values stated in either inch-pound units or SI units
Structural products produced from coil means structural prod-
are to be regarded as standard. Within the text, the SI units are
ucts that have been cut to individual lengths from a coil. The
shown in brackets. The values stated in each system are not
processor directly controls, or is responsible for, the operations
exact equivalents; therefore, each system must be used inde-
involved in the processing of a coil into finished structural
pendentlyoftheother.Combiningvaluesfromthetwosystems
product. Such operations include decoiling, leveling or
may result in nonconformance with the specification.
straightening, hot-forming or cold-forming (if applicable),
cutting to length, testing, inspection, conditioning, heat treat-
2. Referenced Documents
ment(ifapplicable),packaging,marking,loadingforshipment,
2.1 ASTM Standards:
and certification.
NOTE 2—For structural products produced from coil and furnished
1 without heat treatment or with stress relieving only, two test results are to
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
be reported for each qualifying coil. Additional requirements regarding
Stainless Steel, and RelatedAlloys and is the direct responsibility of Subcommittee
structural products produced from coil are described in Specification
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
Current edition approved Dec. 1, 2005. Published December 2005. Originally A 6/A 6M.
approved in 1974. Last previous edition approved in 2000 asA 690/A 690M – 00a.
*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 ----------------------
A 690/A 690M – 05
TABLE 1 Appurtenant Material Specifications TABLE 2 Chemical Requirements
NOTE 1— The specifier should be satisfi
...

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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.
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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 A36/A36M and A328/A328M) 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 1: For methods of estimating atmospheric corrosion resistance of low-alloy steels, see Guide G101.  
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 X3 of Specification A6/A6M for information on weldability.  
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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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1.4 Units—The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units, which are provided for information only and are not considered standard.  
1.5 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026 unless superseded by this standard.  
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ASTM D6092-21(Practice)
Standard Practice for Specifying Standard Sizes of Stone for Erosion Control

SIGNIFICANCE AND USE
5.1 The standard size designations listed in this practice are provided so that the design team, consumer, and the producer have a common reference in sizing stone materials used in erosion control. The design team should assign a materials survey, and rock quality testing series to determine which quarry sources may have suitable blasting and processing procedures to produce the required gradations. The design team should recognize the fact that not all sources are capable of or willing to produce the required gradations. Only those sources listed by the design team should be considered for construction of the project.  
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1.1 This practice covers size designations and maximum ranges in mass or gradation for standard sizes for riprap, spalls, or bedding, or both, used for slope protection of dam embankments, streambank erosion control, bridge piers and abutments. Sizes used for outer harbor structures such as breakwalls, revetments, confined diked disposal structures (heretofore described as armor stone, cover stone, or dimension stone) for which stone sizes range between 5 and 25 tons, or that require cut dimensions for layed-up structures are beyond the scope of this practice.  
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SCOPE
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1.7 Product design/certification in this test method only addresses the ability of the barrier to withstand the impact of the test motor boat. It does not represent an endorsement of the product/design or address its operational suitability.  
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SCOPE
1.1 This test method is intended to apply to building materials used in construction below the base flood elevation (BFE) including, but not limited to: individual building materials and composite assemblies of building materials that constitute permanent integral parts of a finished building including walls, floors, ceilings, stairways, built-in partitions, finishes, cladding, and other similarly incorporated architectural and structural items.  
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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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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
1.1 This guide covers the use of oil spill dispersants to assist in the control of oil spills. The guide is written with the goal of minimizing the environmental impacts of oil spills; this goal is the basis on which the recommendations are made. Aesthetic and socioeconomic factors are not considered, although these and other factors are often important in spill response.  
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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.  
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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.

  • Technical specification
    2 pages
    English language
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  • Technical specification
    2 pages
    English language
    sale 15% off