Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement, Plain and Deformed, for Concrete

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1.1 This specification covers zinc-coated steel welded wire reinforcement, plain and deformed, or a combination of deformed and plain wires, for reinforcement of concrete, in sizes not less than 0.080 in. [2.03 mm] and over nominal diameter for plain wire and 0.113 in. [2.87 mm] and over for deformed wire.
1.2 This specification is intended to be applicable to cold-worked wire, drawn or rolled, plain or deformed, coated in a continuous process.
1.3 An alternative to a continuous coating process of wire before fabrication is a hot-dip process, where the welded wire reinforcement is immersed in a bath of molten zinc.
Note 1—Data on the corrosion resistance of galvanized steels in concrete are limited. The user is cautioned that the laboratory testing performed on this material has been insufficient and may not accurately reflect the performance of the material when embedded in concrete as reinforcement.  
1.4 The values stated in either SI units or inch-pound 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.
1.5 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 and health practices and determine the applicability of regulatory limitations prior to use.

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ASTM A1060/A1060M-11e1 - Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement, Plain and Deformed, for Concrete
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
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Designation: A1060/A1060M −11
StandardSpecification for
Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement,
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Plain and Deformed, for Concrete
This standard is issued under the fixed designation A1060/A1060M; 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.
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´ NOTE—The table footnote in Table 2 was editorially added in April 2012.
1. Scope* 2. Referenced Documents
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1.1 This specification covers zinc-coated steel welded wire 2.1 ASTM Standards:
reinforcement, plain and deformed, or a combination of de- A82/A82M Specification for Steel Wire, Plain, for Concrete
formed and plain wires, for reinforcement of concrete, in sizes Reinforcement
not less than 0.080 in. [2.03 mm] and over nominal diameter A90/A90M Test Method for Weight [Mass] of Coating on
for plain wire and 0.113 in. [2.87 mm] and over for deformed Iron and Steel Articles with Zinc or Zinc-Alloy Coatings
wire. A185/A185M Specification for Steel Welded Wire
Reinforcement, Plain, for Concrete
1.2 This specification is intended to be applicable to cold-
A496/A496M Specification for Steel Wire, Deformed, for
worked wire, drawn or rolled, plain or deformed, coated in a
Concrete Reinforcement
continuous process.
A497/A497M Specification for Steel Welded Wire
1.3 An alternative to a continuous coating process of wire
Reinforcement, Deformed, for Concrete
before fabrication is a hot-dip process, where the welded wire
A700 Practices for Packaging, Marking, and Loading Meth-
reinforcement is immersed in a bath of molten zinc.
ods for Steel Products for Shipment
A780 Practice for Repair of Damaged and Uncoated Areas
NOTE 1—Data on the corrosion resistance of galvanized steels in
concrete are limited. The user is cautioned that the laboratory testing of Hot-Dip Galvanized Coatings
performed on this material has been insufficient and may not accurately
A1064/A1064M Specification for Steel Wire and Welded
reflect the performance of the material when embedded in concrete as
Wire Reinforcement, Plain and Deformed, for Concrete
reinforcement.
B6 Specification for Zinc
1.4 The values stated in either SI units or inch-pound units
B487 Test Method for Measurement of Metal and Oxide
are to be regarded separately as standard. The values stated in
Coating Thickness by Microscopical Examination of
each system may not be exact equivalents; therefore, each
Cross Section
system shall be used independently of the other. Combining
E376 Practice for Measuring Coating Thickness by
values from the two systems may result in non-conformance
Magnetic-Field or Eddy-Current (Electromagnetic) Test-
with the standard.
ing Methods
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1.5 This standard does not purport to address all of the
2.2 Military Standard:
safety concerns, if any, associated with its use. It is the MIL-STD-129 Marking for Shipment and Storage
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responsibility of the user of this standard to establish appro-
2.3 Federal Standard:
priate safety and health practices and determine the applica-
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
bility of regulatory limitations prior to use.
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or
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This specification is under the jurisdiction ofASTM Committee A01 on Steel, contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee Standards volume information, refer to the standard’s Document Summary page on
A01.05 on Steel Reinforcement. the ASTM website.
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Current edition approved Oct. 1, 2011. Published October 2011. Originally AvailablefromU.S.GovernmentPrintingOfficeSuperintendentofDocuments,
approved in 2010. Last previous edition approved in 2010 as A1060/A1060M – 10. 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401, http://
DOI:10.1520/A1060_A1060M-11E01. www.access.gpo.gov.
*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
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A1060/A1060M − 11
3. Terminology 6. Galvanizing
3.1 Definitions of Terms Specific to This Standard: 6.1 Mass [Weight] Thickness of Coating and Test:
3.1.1 continuous coating, n—of metallic coated steel 6.1.1 This specification includes six classes of coating
products, the process of uninterrupted passage of long lengths weight [mass] when the welded wire reinforcement is coated
of steel products, usually steel sheet, tube, pipe, or wire, before fabrication and four coating thickness grades when the
through the vario
...

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