ASTM A615/A615M-20 pdf download

09-16-2020 comment

ASTM A615/A615M-20,Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.ASTM A615/A615M-20 pdf free download.
ASTM A615/A615M-20 covers deformed and plain carbon-steel bars in cut lengths and coils for concrete reinforcement. Annex A2 of this specification covers deformed bars for use for other applications. Steel bars containing alloy additions, such as with the Association for Iron and Steel Technology and the Society of Automotive Engineers series of alloy steels, are permitted if the resulting product meets all the other requirements of this specification. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.
Referenced Documents
ASTM A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling;
ASTM A370 Test Methods and Definitions for Mechanical Testing of Steel Products;
ASTM A510/A510M Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel, and Alloy Steel;
ASTM A700 Guide for Packaging, Marking, and Loading Methods for Steel Products for Shipment;
ASTM A706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement;
ASTM A751 Test Methods, Practices, and Terminology for Chemical Analysis of Steel Products;
5. Material and Manufacture
5.I The bars shall be rolled from properly identified heats of mold-cast or strand-cast steel. The steel shall be made by any commercially accepted process.
6. Chemical Composition
6.1 The chemical analysis of each heat of steel shall be determined in accordance with Test Methods. Practices. and Terminology A751. The manufacturer shall make the analysis test samples taken preferably during the pouring of  the heat.
The percentages of carbon, manganese, phosphorus, and sulfur shall be determined. The phosphorus content thus determined shall not exceed 0.06%.
6.2 A product check, for phosphorus, made by the purchaser shall not exceed that specified in 6.1 by more than 25 %.
7. Requirements for Deformations
7.I Deformations shall be spaced along the bar at substantially uniform distances. The deformations on opposite sides of
the bar shall be similar in size, shape, and pattern.

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