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1.1 This specification covers plain and deformed steel wire and plain and deformed steel welded wire reinforcement with protective epoxy coating. A Class A minimum coating thickness is required for wire and welded wire reinforcement intended for use in concrete and masonry. A Class B minimum coating thickness is required for wire and welded wire reinforcement intended for use in mechanically stabilized earth applications. A Type 1 coating is a fusion-bonded epoxy coating that has been formulated to be sufficiently flexible to allow bending of the coated wire or welded wire reinforcement. A Type 2 coating is a fusion-bonded epoxy coating that has not been designed to be sufficiently flexible to allow bending of the coated wire or welded wire reinforcement.
Note 1: The coating applicator is identified throughout this specification as the manufacturer.
Author | ASTM |
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Editor | ASTM |
Document type | Standard |
Format | File |
ICS | 77.140.65 : Steel wire, wire ropes and link chains |
Number of pages | 6 |
Replace | ASTM A884/A884M-14 |
Year | 2019 |
Document history | ASTM A884/A884M-14 ASTM A884/A884M-12 ASTM A884/A884M-06 ASTM A884/A884M-04 ASTM A884/A884M-02 ASTM A884/A884M-00 |
Country | USA |
Keyword | ASTM 884;ASTM A884;ASTM A884;10.1520/A0884_A0884M-19 |