ASTM A1060/A1060M-14
(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.
General Information
Relations
Buy Standard
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: A1060/A1060M −14
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 Practices for Packaging, Marking, and Loading Meth-
reinforcement, plain and deformed, or a combination of de-
3
ods for Steel Products for Shipment (Withdrawn 2014)
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
4
2.2 Military Standard:
performed on this material has been insufficient and may not accurately
reflect the performance of the material when embedded in concrete as
MIL-STD-129 Marking for Shipment and Storage
reinforcement. 4
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
3. Terminology
each system may not be exact equivalents; therefore, each
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
of steel products, usually steel sheet, tube, pipe, or wire,
1.5 This standard does not purport to address all of the
through the various processing steps such as cleaning and
safety concerns, if any, associated with its use. It is the
coating.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
4. Ordering Information
bility of regulatory limitations prior to use.
4.1 It shall be the responsibility of the purchaser to specify
2. Referenced Documents
all requirements that are necessary for material ordered to this
2
specification. Such requirements may include but are not
2.1 ASTM Standards:
limited to the following:
4.1.1 Quantity (weight [mass] or square area),
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel,
4.1.2 Name of material (galvanized welded wire
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
reinforcement),
A01.05 on Steel Reinforcement.
Current edition approved May 1, 2014. Published May 2014. Originally
approved in 2010. Last previous edition approved in 2011 as A1060/
ε1
3
A1060M – 11 . DOI:10.1520/A1060_A1060M-14. The last approved version of this historical standard is referenced on
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or www.astm.org.
4
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 − 14
4.1.3 Wire spacing and sizes, 6.1.1.2 When the product is coated after fabrication in a
4.1.4 Conforms to Specification A1064/A1064M.
...
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.
´1
Designation: A1060/A1060M − 11 A1060/A1060M − 14
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
ε NOTE—The table footnote in Table 2 was editorially added in April 2012.
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:
3
A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement (Withdrawn 2013)
A90/A90M Test Method for Weight [Mass] of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings
3
A185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete (Withdrawn 2013)
3
A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement (Withdrawn 2013)
3
A497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete (Withdrawn 2013)
3
A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment (Withdrawn 2014)
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
4
2.2 Military Standard:
MIL-STD-129 Marking for Shipment and Storage
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 Oct. 1, 2011May 1, 2014. Published October 2011May 2014. Originally approved in 2010. Last previous edition approved in 20102011 as
ε1
A1060/A1060M – 10.A1060/A1060M – 11 DOI:10.1520/A1060_A1060M-11E01. . DOI:10.1520/A1060_A1060M-14.
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
The last approved version of this historical standard is referenced on www.astm.org.
4
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 − 14
4
2.3 Federal Standard:
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.