ASTM A615/A615M-13
(Specification)Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
ABSTRACT
This specification covers deformed and plain carbon-steel bars for concrete reinforcements in cut lengths and coils. Materials considered under this specification are available in Grades 40 [280], 60 [420] and 75 [520]. Steel samples shall be rolled from properly identified heats of mold cast or strand cast steel using electric-furnace, basic-oxygen, or open-hearth. Heat analysis shall be performed wherein steel materials shall conform to required compositions of carbon, manganese, phosphorus and sulfur. Steel specimens shall also undergo tensile tests and shall conform to required values of tensile strength, yield strength, and elongation. Steel samples shall also undergo deformation test, tension test and bend tests. Final products shall be marked by a tag.
SCOPE
1.1 This specification covers deformed and plain carbon-steel bars for concrete reinforcement in cut lengths and coils. Steel bars containing alloy additions, such as with the American Iron and Steel Institute 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. The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification.
1.2 Bars are of four minimum yield strength levels: namely, 40 000 [280 MPa], 60 000 [420 MPa], 75 000 psi [520 MPa], and 80 000 [550 MPa], designated as Grade 40 [280], Grade 60 [420], Grade 75 [520], and Grade 80 [550], respectively.
1.3 Plain bars, in sizes up to and including 21/2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered shall be furnished under this specification in Grade 40 [280], Grade 60 [420], Grade 75 [520], and Grade 80 [550]. 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. Note 1—Welding of the material in this specification should be approached with caution since no specific provisions have been included to enhance its weldability. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D 1.4/D 1.4M is recommended. This document describes the proper selection of the filler metals and preheat/interpass temperatures, as well as performance and procedure qualification requirements.
1.4 Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.1.10).
1.5 This specification is applicable for orders in either inch-pound units (as Specification A615) or in SI units (as Specification A615M).
1.6 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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Designation: A615/A615M −13 AmericanAssociation State Highway and
Transportation Officials Standard
AASHTO No.: M 31
Standard Specification for
Deformed and Plain Carbon-Steel Bars for Concrete
1
Reinforcement
This standard is issued under the fixed designationA615/A615M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope* 1.4 Requirements for alternate bar sizes are presented in
Annex A1. The requirements in Annex A1 only apply when
1.1 This specification covers deformed and plain carbon-
specified by the purchaser (see 4.1.10).
steel bars for concrete reinforcement in cut lengths and coils.
Steel bars containing alloy additions, such as with the Ameri- 1.5 This specification is applicable for orders in either
can Iron and Steel Institute and the Society of Automotive inch-pound units (as Specification A615) or in SI units (as
Engineers series of alloy steels, are permitted if the resulting Specification A615M).
product meets all the other requirements of this specification.
1.6 The values stated in either inch-pound units or SI units
The standard sizes and dimensions of deformed bars and their
are to be regarded as standard. Within the text, the SI units are
number designations are given in Table 1. The text of this
shown in brackets. The values stated in each system are not
specification references notes and footnotes which provide
exact equivalents; therefore, each system must be used inde-
explanatory material. These notes and footnotes (excluding
pendentlyoftheother.Combiningvaluesfromthetwosystems
those in tables) shall not be considered as requirements of the
may result in nonconformance with the specification.
specification.
1.7 This standard does not purport to address all of the
1.2 Bars are of four minimum yield strength levels: namely,
safety concerns, if any, associated with its use. It is the
40 000 [280 MPa], 60 000 [420 MPa], 75 000 psi [520 MPa],
responsibility of the user of this standard to establish appro-
and80 000[550MPa],designatedasGrade40[280],Grade60
priate safety and health practices and determine the applica-
[420], Grade 75 [520], and Grade 80 [550], respectively.
bility of regulatory limitations prior to use.
1
1.3 Plainbars,insizesuptoandincluding2 ⁄2in.[63.5mm]
2. Referenced Documents
in diameter in coils or cut lengths, when ordered shall be
2
furnished under this specification in Grade 40 [280], Grade 60 2.1 ASTM Standards:
[420], Grade 75 [520], and Grade 80 [550]. For ductility A6/A6M Specification for General Requirements for Rolled
Structural Steel Bars, Plates, Shapes, and Sheet Piling
properties (elongation and bending), test provisions of the
nearest smaller nominal diameter deformed bar size shall A370 Test Methods and Definitions for Mechanical Testing
of Steel Products
apply. Requirements providing for deformations and marking
shall not be applicable. A510 Specification for General Requirements forWire Rods
and Coarse Round Wire, Carbon Steel
NOTE 1—Welding of the material in this specification should be
A510M Specification for General Requirements for Wire
approached with caution since no specific provisions have been included
Rods and Coarse Round Wire, Carbon Steel (Metric)
to enhance its weldability. When steel is to be welded, a welding
3
procedure suitable for the chemical composition and intended use or
(Withdrawn 2011)
serviceshouldbeused.TheuseofthelatesteditionofAWS D 1.4/D 1.4M
A700 Practices for Packaging, Marking, and Loading Meth-
isrecommended.Thisdocumentdescribestheproperselectionofthefiller
ods for Steel Products for Shipment
metals and preheat/interpass temperatures, as well as performance and
A706/A706M Specification for Low-Alloy Steel Deformed
procedure qualification requirements.
and Plain Bars for Concrete Reinforcement
1 2
This specification is under the jurisdiction of ASTM Committee A01 on Steel, For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
A01.05 on Steel Reinforcement. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved Oct. 1, 2013. Published November 2013. Originally the ASTM website.
3
approved in 1968. Last previous edition approved in 2012 as A615/A615M – 12. The last approved version of this historical standard is referenced on
DOI: 10.1520/A0615_A0615M-13. www.astm.org.
*A Summary of Changes section appears at the end o
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: A615/A615M − 12 A615/A615M − 13 American Association State Highway and
Transportation Officials Standard
AASHTO No.: M 31
Standard Specification for
Deformed and Plain Carbon-Steel Bars for Concrete
1
Reinforcement
This standard is issued under the fixed designation A615/A615M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
1.1 This specification covers deformed and plain carbon-steel bars for concrete reinforcement in cut lengths and coils. Steel bars
containing alloy additions, such as with the American Iron and Steel Institute 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. The text of this specification references notes
and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered
as requirements of the specification.
1.2 Bars are of four minimum yield strength levels: namely, 40 000 [280 MPa], 60 000 [420 MPa], 75 000 psi [520 MPa], and
80 000 [550 MPa], designated as Grade 40 [280], Grade 60 [420], Grade 75 [520], and Grade 80 [550], respectively.
1
1.3 Plain bars, in sizes up to and including 2 ⁄2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered shall be furnished
under this specification in Grade 40 [280], Grade 60 [420], Grade 75 [520], and Grade 80 [550]. 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.
NOTE 1—Welding of the material in this specification should be approached with caution since no specific provisions have been included to enhance
its weldability. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The
use of the latest edition of AWS D 1.4/D 1.4M is recommended. This document describes the proper selection of the filler metals and preheat/interpass
temperatures, as well as performance and procedure qualification requirements.
1.4 Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified
by the purchaser (see 4.1.10).
1.5 This specification is applicable for orders in either inch-pound units (as Specification A615) or in SI units (as Specification
A615M).
1.6 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown
in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the
other. Combining values from the two systems may result in nonconformance with the specification.
1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.05
on Steel Reinforcement.
Current edition approved March 1, 2012Oct. 1, 2013. Published April 2012November 2013. Originally approved in 1968. Last previous edition approved in 20092012
as A615/A615M – 09b.A615/A615M – 12. DOI: 10.1520/A0615_A0615M-12. 10.1520/A0615_A0615M-13.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*A Summary of Changes section appears at the end of this standard
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...
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