ASTM A1064/A1064M-22

Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

ABSTRACT
This specification covers the material, dimensional and mechanical property requirements for plain and deformed steel wire and welded wire reinforcements produced from hot-rolled rods that are to be used for the reinforcement of concrete. Tension test procedures are detailed for each type of wire reinforcement to examine their adherence to specified tensile strength, yield strength, and reduction of area requirements.
SCOPE
1.1 This specification covers carbon-steel wire and welded wire reinforcement produced from hot-rolled rod to be used for the reinforcement of concrete. The steel wire is cold-worked, drawn or rolled, plain (non-deformed, as-drawn or galvanized), or deformed. Welded wire reinforcement is made from plain or deformed wire, or a combination of plain and deformed wire. Common wire sizes and dimensions are given in Table 1, Table 2, Table 3, and Table 4. Actual wire sizes are not restricted to those shown in the tables.    
Note 1: Welded wire for concrete reinforcement has historically been described by various terms: welded wire fabric, WWF, fabric, and mesh. The wire reinforcement industry has adopted the term welded wire reinforcement (WWR) as being more representative of the applications of the products being manufactured. Therefore, the term welded wire fabric has been replaced with the term welded wire reinforcement in this specification and in related specifications.  
1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text the SI units are shown in brackets (except in Table 2 and Table 4). 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 this specification.  
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 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.

General Information

• Status: Historical
• Publication Date: 31-Oct-2022
• ICS: 77.140.15 - Steels for reinforcement of concrete
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.05 - Steel Reinforcement

Relations

• Replaced By: ASTM A1064/A1064M-24 - Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
• Effective Date: 15-Apr-2024
• Refers: ASTM A370-24 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 01-Mar-2024
• Refers: ASTM A370-19 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 01-Jul-2019
• Refers: ASTM A370-17a - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 15-Nov-2017
• Refers: ASTM A370-17 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 01-Jan-2017
• Refers: ASTM A370-15 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 01-Nov-2015
• Refers: ASTM A370-14 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 15-May-2014
• Refers: ASTM A370-13 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 15-Nov-2013
• Refers: ASTM A370-12a - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 15-Oct-2012
• Refers: ASTM A370-12 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 15-Mar-2012
• Refers: ASTM A370-11a - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 15-Nov-2011
• Refers: ASTM A370-10 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 15-Jun-2010
• Refers: ASTM A370-09a - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 01-Jun-2009
• Refers: ASTM A370-09ae1 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 01-Jun-2009
• Refers: ASTM A370-09 - Standard Test Methods and Definitions for Mechanical Testing of Steel Products
• Effective Date: 01-Jan-2009

Standards Content (Sample)

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.
Designation:A1064/A1064M −22
Standard Specification for
Carbon-Steel Wire and Welded Wire Reinforcement, Plain
1
and Deformed, for Concrete
This standard is issued under the fixed designation A1064/A1064M; 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* 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This specification covers carbon-steel wire and welded
A370 Test Methods and Definitions for Mechanical Testing
wire reinforcement produced from hot-rolled rod to be used for
of Steel Products
the reinforcement of concrete. The steel wire is cold-worked,
A641/A641M Specification for Zinc–Coated (Galvanized)
drawnorrolled,plain(non-deformed,as-drawnorgalvanized),
Carbon Steel Wire
or deformed.Welded wire reinforcement is made from plain or
3
deformed wire, or a combination of plain and deformed wire. 2.2 U.S. Military Standard:
CommonwiresizesanddimensionsaregiveninTable1,Table
MIL-STD-129 Marking for Shipment and Storage
3
2, Table 3, and Table 4. Actual wire sizes are not restricted to
2.3 U.S. Military Standard:
those shown in the tables.
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
4
2.4 American Concrete Institute (ACI) Standard:
NOTE 1—Welded wire for concrete reinforcement has historically been
described by various terms: welded wire fabric, WWF, fabric, and mesh. ACI 318 Building Code Requirements for Structural Con-
The wire reinforcement industry has adopted the term welded wire
crete
reinforcement (WWR) as being more representative of the applications of
2.5 Adjuncts:
the products being manufactured. Therefore, the term welded wire fabric
5
Weld Tester Drawing
has been replaced with the term welded wire reinforcement in this
specification and in related specifications.
3. Terminology
1.2 The values stated in either inch-pound units or SI units
3.1 Definitions of Terms Specific to This Specification:
are to be regarded separately as standard.Within the text the SI
3.1.1 convoluted wire—plain wire for welded wire rein-
units are shown in brackets (except in Table 2 and Table 4).
forcement that is formed into a sinusoidal wave shape; de-
The values stated in each system may not be exact equivalents;
formed wire is not subject to convolution unless agreed upon
therefore,eachsystemshallbeusedindependentlyoftheother.
by the purchaser and manufacturer.
Combining values from the two systems may result in non-
3.1.1.1 Discussion—The wire is used in the manufacture of
conformance with this specification.
cages for certain applications of concrete pipe reinforcement.
1.3 This standard does not purport to address all of the
3.1.2 deformed wire and deformed welded wire
safety concerns, if any, associated with its use. It is the
reinforcement—a material composed of cold-worked deformed
responsibility of the user of this standard to establish appro-
steel wire as cold-drawn or cold-rolled from hot-rolled steel
priate safety, health, and environmental practices and deter-
rod.
mine the applicability of regulatory limitations prior to use.
3.1.2.1 Discussion—Deformations can be either indented or
1.4 This international standard was developed in accor-
raised transverse ribs (protrusions). The deformations and the
dance with internationally recognized principles on standard-
welded intersections provide bond strength and anchorage.
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Barriers to Trade (TBT) Committee.
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
3
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee www.dodssp.daps.mil.
4
A01.05 on Steel Reinforcement. Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
Current edition approved Nov. 1, 2022. Published November 2022. Originally Hills, MI 48333-9094, http://www.concrete.org.
5
approvedin2009.Lastpreviouseditionapprovedin2018asA1064/A1064M–18a. Available from ASTM International Headquarters. Order A
...

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: A1064/A1064M − 18a A1064/A1064M − 22
Standard Specification for
Carbon-Steel Wire and Welded Wire Reinforcement, Plain
1
and Deformed, for Concrete
This standard is issued under the fixed designation A1064/A1064M; 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 carbon-steel wire and welded wire reinforcement produced from hot-rolled rod to be used for the
reinforcement of concrete. The steel wire is cold-worked, drawn or rolled, plain (non-deformed, as-drawn or galvanized), or
deformed. Welded wire reinforcement is made from plain or deformed wire, or a combination of plain and deformed wire.
Common wire sizes and dimensions are given in Table 1, Table 2, Table 3, and Table 4. Actual wire sizes are not restricted to those
shown in the tables.
NOTE 1—Welded wire for concrete reinforcement has historically been described by various terms: welded wire fabric, WWF, fabric, and mesh. The wire
reinforcement industry has adopted the term welded wire reinforcement (WWR) as being more representative of the applications of the products being
manufactured. Therefore, the term welded wire fabric has been replaced with the term welded wire reinforcement in this specification and in related
specifications.
1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text the SI units
are shown in brackets (except in Table 2 and Table 4). 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
this specification.
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 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A641/A641M Specification for Zinc–Coated (Galvanized) Carbon Steel Wire
E83 Practice for Verification and Classification of Extensometer Systems
3
2.2 U.S. 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 Nov. 15, 2018Nov. 1, 2022. Published November 2018November 2022. Originally approved in 2009. Last previous edition approved in 2018
as A1064/A1064M – 18.18a. DOI: 10.1520/A1064_A1064M-18a.10.1520/A1064_A1064M-22.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://www.dodssp.daps.mil.
*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 ----------------------
A1064/A1064M − 22
A
TABLE 1 Dimensional Requirements for Plain Wire—Inch-Pound Units
Nominal Diameter Nominal Area
B, C, D
Size Number
E 2 2
in. [mm] in. [mm ]
W 0.5 0.080 [2.03] 0.005 [3.23]
W 1.2 0.124 [3.14] 0.012 [7.74]
W 1.4 0.134 [3.39] 0.014 [9.03]
W 2 0.160 [4.05] 0.020 [12.9]
W 2.5 0.178 [4.53] 0.025 [16.1]
W 2.9 0.192 [4.88] 0.029 [18.7]
W 3.5 0.211 [5.36] 0.035 [22.6]
W 4 0.226 [5.73] 0.040 [25.8]
W 4.5 0.239 [6.08] 0.045 [29.0]
W 5 0.252 [6.41] 0.050 [32.3]
W 5.5 0.265 [6.72] 0.055 [35.5]
W 6 0.276 [7.02] 0.060 [38.7]
W 8 0.319 [8.11] 0.080 [51.6]
W 10 0.357 [9.06] 0.100 [64.5
...

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: A1064/A1064M − 22
Standard Specification for
Carbon-Steel Wire and Welded Wire Reinforcement, Plain
1
and Deformed, for Concrete
This standard is issued under the fixed designation A1064/A1064M; 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* 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This specification covers carbon-steel wire and welded
A370 Test Methods and Definitions for Mechanical Testing
wire reinforcement produced from hot-rolled rod to be used for
of Steel Products
the reinforcement of concrete. The steel wire is cold-worked,
A641/A641M Specification for Zinc–Coated (Galvanized)
drawn or rolled, plain (non-deformed, as-drawn or galvanized),
Carbon Steel Wire
or deformed. Welded wire reinforcement is made from plain or
3
deformed wire, or a combination of plain and deformed wire.
2.2 U.S. Military Standard:
Common wire sizes and dimensions are given in Table 1, Table MIL-STD-129 Marking for Shipment and Storage
3
2, Table 3, and Table 4. Actual wire sizes are not restricted to
2.3 U.S. Military Standard:
those shown in the tables.
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
4
2.4 American Concrete Institute (ACI) Standard:
NOTE 1—Welded wire for concrete reinforcement has historically been
described by various terms: welded wire fabric, WWF, fabric, and mesh. ACI 318 Building Code Requirements for Structural Con-
The wire reinforcement industry has adopted the term welded wire
crete
reinforcement (WWR) as being more representative of the applications of
2.5 Adjuncts:
the products being manufactured. Therefore, the term welded wire fabric
5
Weld Tester Drawing
has been replaced with the term welded wire reinforcement in this
specification and in related specifications.
3. Terminology
1.2 The values stated in either inch-pound units or SI units
3.1 Definitions of Terms Specific to This Specification:
are to be regarded separately as standard. Within the text the SI
3.1.1 convoluted wire—plain wire for welded wire rein-
units are shown in brackets (except in Table 2 and Table 4).
forcement that is formed into a sinusoidal wave shape; de-
The values stated in each system may not be exact equivalents;
formed wire is not subject to convolution unless agreed upon
therefore, each system shall be used independently of the other.
by the purchaser and manufacturer.
Combining values from the two systems may result in non-
3.1.1.1 Discussion—The wire is used in the manufacture of
conformance with this specification.
cages for certain applications of concrete pipe reinforcement.
1.3 This standard does not purport to address all of the
3.1.2 deformed wire and deformed welded wire
safety concerns, if any, associated with its use. It is the
reinforcement—a material composed of cold-worked deformed
responsibility of the user of this standard to establish appro-
steel wire as cold-drawn or cold-rolled from hot-rolled steel
priate safety, health, and environmental practices and deter-
rod.
mine the applicability of regulatory limitations prior to use.
3.1.2.1 Discussion—Deformations can be either indented or
1.4 This international standard was developed in accor-
raised transverse ribs (protrusions). The deformations and the
dance with internationally recognized principles on standard-
welded intersections provide bond strength and anchorage.
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Barriers to Trade (TBT) Committee.
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
3
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee www.dodssp.daps.mil.
4
A01.05 on Steel Reinforcement. Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington
Current edition approved Nov. 1, 2022. Published November 2022. Originally Hills, MI 48333-9094, http://www.concrete.org.
5
approved in 2009. Last previous edition approved in 2018 as A1064/A1064M – 18a. Available from ASTM International Headquarters. Order Adjunct No.
DOI: 10.1520/A1064_A1064M-22. ADJA0185. Original adjunct produced in 1967.
*A Summary of C
...