AASHTO - American Association of State Highway and Transportation Officials
Scope
This specification covers deformed and plain carbon 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 [Table 2]. The text of this specification references notes and footnotes which 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 levels: namely@ 280 MPa [40000 psi]@ 420 MPa [60000 psi]@ and 520 MPa [75000 psi]@ designated as Grade 280 [40]@ Grade 420 [60]@ and Grade 520 [75]@ respectively. Hot-rolled plain rounds@ in sizes up to and including 50.8 mm [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 520 [75] (Note 2). 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 use or service should be used. (Note 1). Note l-The use of the latest edition of ANSI/AWS D1.4 is recommended for the welding of reinforcing bars. This document describes the proper selection of the filler metals@ preheat/interpass temperatures@ as well as@ performance and procedure qualification requirements. This specification is applicable for orders in either SI units (M 3 1M) or in inch-pound units (M 3 1). SI units and inch-pound units are not necessarily equivalent. Inch-pound units are shown in brackets in the text for clarity@ but they are the applicable values when the material is ordered to M 31?