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1.1 This specification covers deformed steel wire which has been cold-worked by drawing, rolling, or both drawing and rolling, to be used as produced, or in fabricated form, for the reinforcement of concrete in sizes having nominal cross-sectional areas not less than 6.45 mm2 (0.01 in.2).
1.2 Supplement S1 describes high-strength wire, which shall be furnished when specifically ordered. It shall be permissible to furnish high-strength wire in place of regular wire if mutually agreed to by the purchaser and supplier.
1.3 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text the inch-pound units are shown in brackets. The value 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.
ICS Number Code 77.140.15 (Steels for reinforcement of concrete)
UNSPSC Code 30111900(Concrete reinforcement hardware)
ASTM A496-02, Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement, ASTM International, West Conshohocken, PA, 2002, www.astm.orgBack to Top