Standard Specification for Epoxy-Coated Steel Reinforcing Bars

ABSTRACT
This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method. The surface of the steel reinforcing bars to be coated shall be cleaned by abrasive blast cleaning to near-white metal. The number and frequency of tests for coating thickness, continuity, flexibility and adhesion are specified. If the specimen for coating thickness or flexibility fails to meet the specified requirements, two retests on random samples shall be conducted for each failed test.
SCOPE
1.1 This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method.
Note 1: The coating applicator is identified throughout this specification as the manufacturer.  
1.2 Other organic coatings may be used provided they meet the requirements of this specification.  
1.3 Requirements for coatings are contained in Annex A1.  
1.4 Requirements for patching material are contained in Annex A2.  
1.5 Guidelines for construction practices at the job-site are presented in Appendix X1.  
1.6 This specification is applicable for orders in either inch-pound units (as Specification A775) or SI units [as Specification A775M].  
1.7 The values stated in either inch-pound units or SI units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
1.8 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.  
1.9 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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Publication Date
31-May-2019
Current Stage
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:A775/A775M −19
Standard Specification for
1
Epoxy-Coated Steel Reinforcing Bars
This standard is issued under the fixed designationA775/A775M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision.Anumber 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 U.S. Department of Defense.
1. Scope* 2. Referenced Documents
2
1.1 This specification covers deformed and plain steel
2.1 ASTM Standards:
reinforcing bars with protective epoxy coating applied by the
A615/A615MSpecificationforDeformedandPlainCarbon-
electrostatic spray method.
Steel Bars for Concrete Reinforcement
A706/A706MSpecification for Deformed and Plain Low-
NOTE 1—The coating applicator is identified throughout this specifica-
tion as the manufacturer.
Alloy Steel Bars for Concrete Reinforcement
A944Test Method for Comparing Bond Strength of Steel
1.2 Other organic coatings may be used provided they meet
Reinforcing Bars to Concrete Using Beam-End Speci-
the requirements of this specification.
mens
1.3 Requirements for coatings are contained in Annex A1.
A996/A996MSpecification for Rail-Steel and Axle-Steel
1.4 Requirements for patching material are contained in
Deformed Bars for Concrete Reinforcement
Annex A2.
A1035/A1035M Specification for Deformed and Plain,
Low-Carbon, Chromium, Steel Bars for Concrete Rein-
1.5 Guidelines for construction practices at the job-site are
forcement
presented in Appendix X1.
B117Practice for Operating Salt Spray (Fog) Apparatus
1.6 This specification is applicable for orders in either
D374/D374MTest Methods for Thickness of Solid Electri-
inch-pound units (as Specification A775) or SI units [as
cal Insulation
Specification A775M].
D2967Test Method for Corner Coverage of Powder Coat-
1.7 The values stated in either inch-pound units or SI units
ings
are to be regarded separately as standard. The values stated in
D4060Test Method for Abrasion Resistance of Organic
each system may not be exact equivalents; therefore, each
Coatings by the Taber Abraser
system shall be used independently of the other. Combining
E2937Guide for Using Infrared Spectroscopy in Forensic
values from the two systems may result in non-conformance
Paint Examinations
with the standard.
G8Test Methods for Cathodic Disbonding of Pipeline Coat-
1.8 This standard does not purport to address all of the
ings
safety concerns, if any, associated with its use. It is the
G14TestMethodforImpactResistanceofPipelineCoatings
responsibility of the user of this standard to establish appro-
(Falling Weight Test)
priate safety, health, and environmental practices and deter-
G20Test Method for Chemical Resistance of Pipeline Coat-
mine the applicability of regulatory limitations prior to use.
ings
1.9 This international standard was developed in accor-
G62Test Methods for Holiday Detection in Pipeline Coat-
dance with internationally recognized principles on standard-
ings
ization established in the Decision on Principles for the
3
2.2 NACE Standards:
Development of International Standards, Guides and Recom-
RP-287-87Field Measurement of Surface Profile of Abra-
mendations issued by the World Trade Organization Technical
sive Blast-Cleaned Steel Surface Using a Replica Tape
Barriers to Trade (TBT) Committee.
1 2
This specification is under the jurisdiction ofASTM Committee A01 on Steel, For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
A01.05 on Steel Reinforcement. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved June 1, 2019. Published June 2019. Originally the ASTM website.
3
approved in 1981. Last previous edition approved in 2017 as A775/A775M – 17. Available from NACE International (NACE), 1440 South Creek Dr., Houston,
DOI: 10.1520/A0775_A0775M-19. TX 77084-4906, http://www.nace.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 ----------------------
A775/A775M−19
4
2.3 SSPC Specifications: 4.2.5 A report of the results of the tests performed on the
SSPC-PA2Measurement of Dry Coating Thickness with coated steel reinforcing bars (14.1),
Magnetic Gages
4.2.6 Requirements for inspection (12.1),
SSPC-SP10Near-White Blast Cleaning
4.2.7 Manufacturer qualification and certification require-
SSPC-VIS1Pictorial Surface Preparation Standards for
ments (if any), and
Pai
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM 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: A775/A775M − 17 A775/A775M − 19
Standard Specification for
1
Epoxy-Coated Steel Reinforcing Bars
This standard is issued under the fixed designation A775/A775M; 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 U.S. Department of Defense.
1. Scope*
1.1 This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic
spray method.
NOTE 1—The coating applicator is identified throughout this specification as the manufacturer.
1.2 Other organic coatings may be used provided they meet the requirements of this specification.
1.3 Requirements for coatings are contained in Annex A1.
1.4 Requirements for patching material are contained in Annex A2.
1.5 Guidelines for construction practices at the job-site are presented in Appendix X1.
1.6 This specification is applicable for orders in either SIinch-pound units (as Specification A775MA775) or inch-poundSI units
[as Specification A775A775M].
1.7 The values stated in either SIinch-pound units or inch-poundSI units are to be regarded separately as standard. The values
stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining
values from the two systems may result in non-conformance with the standard.
1.8 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.
1.9 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
A944 Test Method for Comparing Bond Strength of Steel Reinforcing Bars to Concrete Using Beam-End Specimens
A996/A996M Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement
A1035/A1035M Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcement
B117 Practice for Operating Salt Spray (Fog) Apparatus
D374/D374M Test Methods for Thickness of Solid Electrical Insulation
D2967 Test Method for Corner Coverage of Powder Coatings
D4060 Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser
E2937 Guide for Using Infrared Spectroscopy in Forensic Paint Examinations
G8 Test Methods for Cathodic Disbonding of Pipeline Coatings
G14 Test Method for Impact Resistance of Pipeline Coatings (Falling Weight Test)
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 A01.05
on Steel Reinforcement.
Current edition approved Jan. 1, 2017June 1, 2019. Published January 2017June 2019. Originally approved in 1981. Last previous edition approved in 20162017 as
A775/A775M – 16.17. DOI: 10.1520/A0775_A0775M-17.10.1520/A0775_A0775M-19.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM 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.
*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 ----------------------
A775/A775M − 19
G20 Test Method for Chemical Resistance of Pipeline Coatings
G62 Test Methods for Holiday Detection in Pipeline Coatings
3
2.2 NACE Standards:
RP-287-87 Field Measurement of Surface Profile of Abrasive Blast-Cleaned Steel Surface Using a Replica Tape
4
2.3 SSPC Specifications:
SSPC-PA 2 Measurement of Dry Coating Thickness with Magnetic Gages
SSPC-SP 10 Near-White Blast Cl
...

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