ASTM A1064 / A1064M - 13

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

    Active Standard ASTM A1064 / A1064M | Developed by Subcommittee: A01.05

    Book of Standards Volume: 01.04


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    ASTM A1064 / A1064M

    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 1Welded 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 Supplementary Requirements describe high-strength wire, which manufacturers furnish when specifically ordered. Manufacturers furnish high-strength wire in place of regular wire if mutually agreed to by the purchaser and the manufacturer.

    1.3 The values stated in either inch-pound 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 are not exact equivalents; therefore, each system must be used independently of the other. Combining values may result in nonconformance with the specification.

    1.4 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 (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.

    ASTM Standards

    A370 Test Methods and Definitions for Mechanical Testing of Steel Products

    A641/A641M Specification for Zinc-Coated (Galvanized) Carbon Steel Wire

    A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment

    E83 Practice for Verification and Classification of Extensometer Systems

    U.S. Military Standard

    Fed. Std. No.  Marking for Shipments (Civil Agencies)

    MIL-STD-129 Marking for Shipment and Storage

    American Concrete Institute (ACI) Standard

    ACI 318 Building Code Requirements for Structural Concrete

    Adjuncts

    Weld Tester Draw Available from ASTM International Headquarters. Order Adjunct No. . Original adjunct produced in 1967.


    ICS Code

    ICS Number Code 77.140.15 (Steels for reinforcement of concrete)

    UNSPSC Code

    UNSPSC Code 30111900(Concrete reinforcement hardware)


    DOI: 10.1520/A1064_A1064M

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