AASHTO M 31:2021Standard Specification for Deformed and Plain Carbon and Low-Alloy Steel Bars for Concrete Reinforcement.
This specification covers detbrmed and plain carbon and low-alloy steel concrete reinforcement bars in cut lengths or coils. Steel bars containing alloy additions, such as with the AISI and SAE 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 shall be those listed in Table 1. The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this specification.
Bars are of three minimum yield strength levels: namely, 280 MPa [40,000 psi]. 420 MPa [60.000 psi]. and 550 MPa [80.000 psi], designated as Grade 280 [40]. Grade 420 [60], and Grade 550 [80], respectively. Bars that have carbon contents limited to 0.30 percent or less, and that meet the carbon requirements of this specification. shall be designated as Type W. Bars that have carbon contents greater than 0.30 percent shall be designated as Type S.
Hot-rolled plain rounds, in sizes up to and including 63.5 mm [2 1/2 in.] in diameter in coils or cut lengths. when specified for dowels, spirals, and structural ties or supports, shall be furnished under this specification in Grade 280 [40], Grade 420 [60], and Grade 550 [801.
For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable.
Welding of the material in this specification should be approached with caution since no specific provisions have been included to enhance its weldability. When the steel is to be welded, a welding procedure suitable for the chemical composition and intended usc or service should be used (Note 1).
Note I —The use of the latest edition of ANSI/AWS D1.4 is recommended for welding reinforcing bars. This document describes the proper selection of the filler metals and preheat/interpass temperatures. as well as performance and procedure qualification requirements.AASHTO M 31 pdf download.