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ASTM A950/A950M-11

(Specification)

Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling

Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling

ABSTRACT
This specification covers the qualification requirements for structural steel H-piles and sheet piling with protective fusion-bonded epoxy coating applied by electrostatic spraying, flocking, or fluidized bed processing. Surface preparation techniques shall be performed by abrasive blast cleaning, grinding and chemical washing prior to coating application. The powder coating shall be heat treated and cured before visible oxidation occurs. Coating materials shall undergo thickness measurements and bend testing, and shall conform to the requirements for film thickness, flexibility and continuity, impact resistance, chemical composition, and corrosion resistance. The coated H-piles or sheet piling shall be stored off of the ground on supports. While handling equipment, bundling bands for packaging and tie-down bands for shipping shall have padded contact areas so as to avoid damage and excessive deflection.
SCOPE
1.1 This specification covers structural steel H-piles and sheet piling with protective fusion-bonded epoxy coating applied by the electrostatic spray, flocking, or fluidized bed process.
Note 1—The coating applicator is identified throughout this specification as the manufacturer.  
1.2 Requirements for coatings are contained in Annex A1.  
1.3 This specification is applicable for orders in either inch-pound units (as Specification A950) or SI units (as Specification A950M). The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets.  
1.4 This standard does not purport to address any of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
31-Oct-2011
ICS
77.140.50 - Flat steel products and semi-products
77.140.60 - Steel bars and rods
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 A950/A950M-99(2007) - Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
Effective Date
01-Nov-2011

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REDLINE ASTM A950/A950M-11 - Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet PilingREDLINE ASTM A950/A950M-11 - Standard Specification for Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
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Standards Content (Sample)

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: A950/A950M −11
StandardSpecification for
Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and
1
Sheet Piling
This standard is issued under the fixed designationA950/A950M; 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.
1. Scope* A690/A690M Specification for High-Strength Low-Alloy
Nickel, Copper, Phosphorus Steel H-Piles and Sheet
1.1 This specification covers structural steel H-piles and
Piling with Atmospheric Corrosion Resistance for Use in
sheet piling with protective fusion-bonded epoxy coating
Marine Environments
applied by the electrostatic spray, flocking, or fluidized bed
A857/A857M Specification for Steel Sheet Piling, Cold
process.
Formed, Light Gage
NOTE 1—The coating applicator is identified throughout this specifica-
B117 Practice for Operating Salt Spray (Fog) Apparatus
tion as the manufacturer.
G8 Test Methods for Cathodic Disbonding of Pipeline Coat-
1.2 Requirements for coatings are contained in Annex A1.
ings
G12 Test Method for Nondestructive Measurement of Film
1.3 This specification is applicable for orders in either
Thickness of Pipeline Coatings on Steel
inch-pound units (as Specification A950) or SI units (as
G14 TestMethodforImpactResistanceofPipelineCoatings
Specification A950M). The values stated in either inch-pound
(Falling Weight Test)
or SI units are to be regarded separately as standard.Within the
G20 Test Method for Chemical Resistance of Pipeline Coat-
text, the SI units are shown in brackets.
ings
1.4 This standard does not purport to address any of the
3
2.2 American Petroleum Institute Specification:
safety concerns, if any, associated with its use. It is the
API RP 5L7 Recommended Practice for Internal Fusion
responsibility of the user of this standard to establish appro-
Bonded Epoxy Coating of Line Pipe
priate safety and health practices and determine the applica- 4
2.3 NationalAssociation of Corrosion Engineers Standard:
bility of regulatory limitations prior to use.
TM0175 Visual Standard for Surfaces of New Steel Cen-
trifugally Blast Cleaned with Steel Shot or Steel Grit
2. Referenced Documents
(Nace No. 2)
2
5
2.1 ASTM Standards:
2.4 Steel Structures Painting Council Standards:
A6/A6M Specification for General Requirements for Rolled
SSPC-SP 1 Surface Preparation Specification No. 1: Solvent
Structural Steel Bars, Plates, Shapes, and Sheet Piling
Cleaning
A36/A36M Specification for Carbon Structural Steel
SSPC-SP 10 Near-White Blast Cleaning
A328/A328M Specification for Steel Sheet Piling
SSPC-VIS 1 Visual Standards
A572/A572M Specification for High-Strength Low-Alloy
3. General Requirements for Delivery
Columbium-Vanadium Structural Steel
A588/A588M Specification for High-Strength Low-Alloy 3.1 Structural products furnished under this specification
Structural Steel, up to 50 ksi [345 MPa] Minimum Yield
shall conform to the requirements of Specification A6/A6M,
Point, with Atmospheric Corrosion Resistance for the specific structural product order, unless a conflict exists
in which case this specification shall prevail.
4. Ordering Information
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is under the direct responsibility of 4.1 Information items to be considered, if appropriate, for
Subcommittee A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and
inclusion in purchase orders are as follows:
Ships.
Current edition approved Nov. 1, 2011. Published November 2011. Originally
3
approved in 1995. Last previous edition approved in 2007 as A950/ Available from American Petroleum Institute (API), 1220 L. St., NW,
A950M – 99 (2007). DOI: 10.1520/A0950_A0950M-11. Washington, DC 20005-4070, http://www.api.org.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from National Institute of Corrosion Engineers (NACE International
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM (NACE)), 1440 South Creek Dr., Houston, TX 77084-4906, http://www.nace.org.
5
Standards volume information, refer to the standard’s Document Summary page on Available from the Steel Structures Painting Council (SSPC), 40 24th St. #600,
the ASTM website. Pittsburgh, PA 15222, http://www.sspc.org.
*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 ----------------------
A950/A950M − 11
4.1.1 Specification designation and year of issue for H-pile 5.5 The patching material shall be as recommende
...

This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:A950/A950M–99(Reapproved2007) Designation: A950/A950M – 11
Standard Specification for
Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and
1
Sheet Piling
This standard is issued under the fixed designationA950/A950M; 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.
1. Scope*
1.1 This specification covers structural steel H-piles and sheet piling with protective fusion-bonded epoxy coating applied by
the electrostatic spray, flocking, or fluidized bed process.
NOTE 1—The coating applicator is identified throughout this specification as the manufacturer.
1.2 Requirements for coatings are contained in Annex A1.
1.3 This specification is applicable for orders in either inch-pound units (as Specification A950) or SI units (as Specification
A950M). The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text, the SI units
are shown in brackets.
1.4 This standard does not purport to address any of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
A36/A36M Specification for Carbon Structural Steel
A328/A328M Specification for Steel Sheet Piling
A572/A572M Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel
A588/A588M Specification for High-Strength Low-Alloy Structural Steel, up to 50 ksi [345 MPa] MinimumYield Point, with
Atmospheric Corrosion Resistance
A690/A690M Specification for High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with
Atmospheric Corrosion Resistance for Use in Marine Environments
A857/A857M Specification for Steel Sheet Piling, Cold Formed, Light Gage
B117 Practice for Operating Salt Spray (Fog) Apparatus
D2200Practice for Use of Pictorial Surface Preparation Standards and Guides for Painting Steel Surfaces
D3451Guide for Testing Coating Powders and Powder Coatings
G8 Test Methods for Cathodic Disbonding of Pipeline Coatings
G12 Test Method for Nondestructive Measurement of Film Thickness of Pipeline Coatings on Steel
G14 Test Method for Impact Resistance of Pipeline Coatings (Falling Weight Test)
G20 Test Method for Chemical Resistance of Pipeline Coatings
3
2.2 American Petroleum Institute Specification:
API RP 5L7 Recommended Practice for Internal Fusion Bonded Epoxy Coating of Line Pipe
4
2.3 National Association of Corrosion Engineers Standard:
TM0175 Visual Standard for Surfaces of New Steel Centrifugally Blast Cleaned with Steel Shot or Steel Grit (Nace No. 2)
1
This specification is under the jurisdiction ofASTM CommitteeA01 on Steel, Stainless Steel and RelatedAlloys and is under the direct responsibility of Subcommittee
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
CurrenteditionapprovedSept.1,2007.PublishedSeptember2007.Originallyapprovedin1995.Lastpreviouseditionapprovedin2003asA950/A950M–99(2003).DOI:
10.1520/A0950_A0950M-99R07.
CurrenteditionapprovedNov.1,2011.PublishedNovember2011.Originallyapprovedin1995.Lastpreviouseditionapprovedin2007asA950/A950M – 99 (2007).DOI:
10.1520/A0950_A0950M-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from the American Petroleum Institute, 1220 L St., Washington, DC 20005.
3
Available from American Petroleum Institute (API), 1220 L. St., NW, Washington, DC 20005-4070, http://www.api.org.
4
Available from the National Institute of Corrosion Engineers, 1440 South Creek, Houston, TX 77084.
*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 ----------------------
A950/A950M – 11
5
2.4 Steel Structures Painting Council Standards:
SSPC-SP 1 Surface Preparation Specification No. 1: Solvent Cleaning
SSPC-SP 10 Near-White Blast Cleaning
...

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ABSTRACT
This specification covers the qualification requirements for structural steel H-piles and sheet piling with protective fusion-bonded epoxy coating applied by electrostatic spraying, flocking, or fluidized bed processing. Surface preparation techniques shall be performed by abrasive blast cleaning, grinding and chemical washing prior to coating application. The powder coating shall be heat treated and cured before visible oxidation occurs. Coating materials shall undergo thickness measurements and bend testing, and shall conform to the requirements for film thickness, flexibility and continuity, impact resistance, chemical composition, and corrosion resistance. The coated H-piles or sheet piling shall be stored off of the ground on supports. While handling equipment, bundling bands for packaging and tie-down bands for shipping shall have padded contact areas so as to avoid damage and excessive deflection.
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Standard Specification for Nickel Alloy Billets and Bars for Reforging

ABSTRACT
This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, and UNS R30556 nickel alloy billets and bars for reforging. The products shall be hot worked from ingots by rolling, forging, extruding, hammering, or pressing. The material shall conform to the chemical composition requirements prescribed by the reference material. The chemical composition of the material shall be determined by chemical analysis in accordance with test method E1473.
SCOPE
1.1 This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N10362, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, UNS N06699, and UNS R305562 billets and bars for reforging.  
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.  
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 become familiar with all hazards including those identified in the appropriate Safety Data Sheet (SDS) for this product/material as provided by the manufacturer, to establish appropriate safety, health, and environmental practices, and determine the applicability of regulatory limitations prior to use.  
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
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  • Technical specification
    5 pages
    English language
    sale 15% off