ASTM A1060/A1060M-16
(Specification)Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement, Plain and Deformed, for Concrete
Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement, Plain and Deformed, for Concrete
SCOPE
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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Designation: A1060/A1060M −16
StandardSpecification for
Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement,
1
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.
1. Scope* A90/A90M Test Method for Weight [Mass] of Coating on
Iron and Steel Articles with Zinc or Zinc-Alloy Coatings
1.1 This specification covers zinc-coated steel welded wire
A700 Guide for Packaging, Marking, and Loading Methods
reinforcement, plain and deformed, or a combination of de-
for Steel Products for Shipment
formed and plain wires, for reinforcement of concrete, in sizes
A780 Practice for Repair of Damaged and Uncoated Areas
not less than 0.080 in. [2.03 mm] and over nominal diameter
of Hot-Dip Galvanized Coatings
for plain wire and 0.113 in. [2.87 mm] and over for deformed
A1064/A1064M Specification for Carbon-Steel Wire and
wire.
Welded Wire Reinforcement, Plain and Deformed, for
1.2 This specification is intended to be applicable to cold-
Concrete
worked wire, drawn or rolled, plain or deformed, coated in a
B6 Specification for Zinc
continuous process.
B487 Test Method for Measurement of Metal and Oxide
Coating Thickness by Microscopical Examination of
1.3 An alternative to a continuous coating process of wire
before fabrication is a hot-dip process, where the welded wire Cross Section
E376 Practice for Measuring Coating Thickness by
reinforcement is immersed in a bath of molten zinc.
Magnetic-Field or Eddy-Current (Electromagnetic) Test-
NOTE 1—Data on the corrosion resistance of galvanized steels in
ing Methods
concrete are limited. The user is cautioned that the laboratory testing
3
performed on this material has been insufficient and may not accurately 2.2 Military Standard:
reflect the performance of the material when embedded in concrete as
MIL-STD-129 Marking for Shipment and Storage
reinforcement.
3
2.3 Federal Standard:
1.4 The values stated in either SI units or inch-pound units
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each
3. Terminology
system shall be used independently of the other. Combining
3.1 Definitions of Terms Specific to This Standard:
values from the two systems may result in non-conformance
3.1.1 continuous coating, n—of metallic coated steel
with the standard.
products, the process of uninterrupted passage of long lengths
1.5 This standard does not purport to address all of the
of steel products, usually steel sheet, tube, pipe, or wire,
safety concerns, if any, associated with its use. It is the
through the various processing steps such as cleaning and
responsibility of the user of this standard to establish appro-
coating.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use. 4. Ordering Information
4.1 Orders for zinc-coated welded wire reinforcement under
2. Referenced Documents
this specification shall contain the following information:
2
2.1 ASTM Standards:
4.1.1 Quantity (weight [mass] or square area),
4.1.2 Name of material (galvanized welded wire
reinforcement),
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee 4.1.3 Conforms to Specification A1064/A1064M.
A01.05 on Steel Reinforcement.
4.1.4 Required zinc coating weight [mass] (coated before
Current edition approved March 1, 2016. Published March 2016. Originally
fabrication) or zinc coating thickness (coated after fabrication),
approved in 2010. Last previous edition approved in 2015 as A1060/A1060M – 15.
DOI:10.1520/A1060_A1060M-16.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
3
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM AvailablefromU.S.GovernmentPrintingOfficeSuperintendentofDocuments,
Standards volume information, refer to the standard’s Document Summary page on 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401, http://
the ASTM website. 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
1
---------------------- Page: 1 ----------------------
A1060/A1060M − 16
4.1.5 Packaging (see Section 13), and 6.1.1.2 When the product is coated after fabrication in a
4.1.6 ASTM designation and year of issue. hot-dip process, coating thickn
...
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: A1060/A1060M − 15 A1060/A1060M − 16
Standard Specification for
Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement,
1
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.
1. Scope*
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.
2. Referenced Documents
2
2.1 ASTM Standards:
A90/A90M Test Method for Weight [Mass] of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings
A700 Guide for Packaging, Marking, and Loading Methods for Steel Products for Shipment
A780 Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
B6 Specification for Zinc
B487 Test Method for Measurement of Metal and Oxide Coating Thickness by Microscopical Examination of Cross Section
E376 Practice for Measuring Coating Thickness by Magnetic-Field or Eddy-Current (Electromagnetic) Testing Methods
3
2.2 Military Standard:
MIL-STD-129 Marking for Shipment and Storage
3
2.3 Federal Standard:
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
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 Nov. 1, 2015March 1, 2016. Published January 2016March 2016. Originally approved in 2010. Last previous edition approved in 20142015 as
A1060/A1060M – 14.A1060/A1060M – 15. DOI:10.1520/A1060_A1060M-15.DOI:10.1520/A1060_A1060M-16.
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.
3
Available from U.S. Government Printing Office Superintendent of Documents, 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401, http://
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
1
---------------------- Page: 1 ----------------------
A1060/A1060M − 16
3.1.1 continuous coating, n—of metallic coated steel products, the process of uninterrupted passage of long lengths of steel
products, usually steel sheet, tube, pipe, or wire, through the various processing steps such as cleaning and coating.
4. Ordering Information
4.1 Orders for zinc-coated welded wire reinforcement under this specification shall contain the following information:
4.1.1 Quantity (weight [mass] or square area),
4.1.2 Name of material (galv
...
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