• ASTM A 706/A706M : 2016 : REDLINE

    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

    Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement

    Available format(s):  PDF

    Superseded date:  23-08-2022

    Language(s):  English

    Published date:  24-03-2016

    Publisher:  American Society for Testing and Materials

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    Abstract - (Show below) - (Hide below)

    CONTAINED IN VOL. 01.04, 2017 Specifies deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability.

    Scope - (Show below) - (Hide below)

    1.1General—This specification covers deformed and plain low-alloy steel bars in cut lengths and coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.

    (A)The nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same weight [mass] per foot [metre] as the deformed bar.

    1.2Grade—Bars are of two minimum yield strength levels: namely, 60 000 psi [420 MPa] and 80 000 psi [550 MPa], designated as Grade 60 [420] and Grade 80 [550], respectively.

    1.3Plain bars, in sizes up to and including 21/2in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. 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.

    1.4Controlled Tensile Properties—This specification limits tensile properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

    (A)Tensile strength shall not be less than 1.25 times the actual yield strength.

    1.5Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When this 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 D1.4/D1.4M is recommended. The AWS D1.4/D1.4M Welding Code describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

    1.6Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.2.5).

    1.7The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

    1.8This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M].

    1.9The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with this specification.

    1.10This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

    General Product Information - (Show below) - (Hide below)

    Committee A 01
    Development Note Supersedes ASTM A 706 (06/2000)
    Document Type Redline
    Publisher American Society for Testing and Materials
    Status Superseded
    Superseded By

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    AWS D1.4 : 1998 STRUCTURAL WELDING CODE - REINFORCING STEEL
    ACI 439.4R : 2009 : R2017 REPORT ON STEEL REINFORCEMENT - MATERIAL PROPERTIES AND U.S. AVAILABILITY
    ACI 315R : 2018 GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS
    ACI 330R : 2008 GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS
    ACI 550.1R : 2009(R2017) GUIDE FOR EMULATING CAST-IN-PLACE DETAILING FOR SEISMIC DESIGN OF PRECAST CONCRETE STRUCTURES
    AASHTO M 54M/M 54 : 2007 : R2012 SPECIFICATION FOR WELDED DEFORMED STEEL BAR MATS FOR CONCRETE REINFORCEMENT
    AWS D1.4/D1.4M : 2011 STRUCTURAL WELDING CODE - REINFORCING STEEL
    ACI 325.5R : 1990 DESIGN OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT FOR AIRPORTS
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    ACI 318M : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-14) AND COMMENTARY (ACI 318RM-14)
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    ACI 350 : 2006 CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY
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    ASCE 3 91 : 1994 STANDARD FOR THE STRUCTURAL DESIGN OF COMPOSITE SLABS
    ACI 562 : 2016 CODE REQUIREMENTS FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES AND COMMENTARY
    CSA A257 SERIES : 2009 : INC : AMD 1 : 2010 STANDARDS FOR CONCRETE PIPE AND MANHOLE SECTIONS
    ASTM C 478 : 2018 : REDLINE SPECIFICATION FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS
    ASTM C 1433M : 2019 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)
    AASHTO M 206M/M 206 : 2015 SPECIFICATION FOR REINFORCED CONCRETE ARCH CULVERT, STORM DRAIN, AND SEWER PIPE
    ISO 6935-2:2015 Steel for the reinforcement of concrete Part 2: Ribbed bars
    ACI 376 : 2011 CODE REQUIREMENTS FOR DESIGN AND CONSTRUCTION OF CONCRETE STRUCTURES FOR THE CONTAINMENT OF REFRIGERATED LIQUEFIED GASES AND COMMENTARY
    NACE SP 03 95 : 2013 FUSION-BONDED EPOXY COATING OF STEEL REINFORCING BARS
    ACI 439.3R : 2007 TYPES OF MECHANICAL SPLICES FOR REINFORCING BARS
    ACI 314R : 2016 GUIDE TO SIMPLIFIED DESIGN FOR REINFORCED CONCRETE BUILDINGS
    CSA A257 SERIES : 2009 : R2014 STANDARDS FOR CONCRETE PIPE AND MANHOLE SECTIONS
    ANSI/AWWA C300 : 2016 REINFORCED CONCRETE PRESSURE PIPE, STEEL - CYLINDER TYPE
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    Standards Referencing This Book - (Show below) - (Hide below)

    MIL-STD-129 Revision R:2014 Military Marking for Shipment and Storage
    ASTM A 615/A615M : 2016-03 SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT
    AWS D1.4/D1.4M : 2011 STRUCTURAL WELDING CODE - REINFORCING STEEL
    FED-STD-123 Revision H:2007 MARKING FOR SHIPMENT (CIVIL AGENCIES)
    ASTM A 700 : 2014 Standard Guide for Packaging, Marking, and Loading Methods for Steel Products for Shipment
    ASTM E 290 : 2014 : REDLINE Standard Test Methods for Bend Testing of Material for Ductility
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