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ASTM A 996/A996M : 2016 : REDLINE

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

Available format(s)

PDF

Superseded date

28-05-2024

Language(s)

English

Published date

15-01-2016

€67.30
Excluding VAT

CONTAINED IN VOL. 01.04, 2017 Defines rail-steel and axle-steel bars for concrete reinforcement.

Committee
A 01
DevelopmentNote
Supersedes ASTM A 616/A616M, ASTM A 617/A617M and ASTM A 996. (04/2002)
DocumentType
Redline
Pages
5
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy
Supersedes

1.1This specification covers rail-steel and axle-steel bars for concrete reinforcement. Three types of product are included, designated with a “rail symbol,” and an “R” for bars made of rail-steel and with an “A” for bars made of axle-steel. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. All sizes and grades of all types may not be readily available; manufacturers should be consulted to verify availability.

(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.
(B)9 [29] – 11 [36] axle-steel bars only.

1.2The 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 the specification.

1.3Type “rail symbol” and Type R are of two minimum yield strength levels, namely 50 000 psi [350 MPa] and 60 000 psi [420 MPa] designated as Grade 50 [350] and Grade 60 [420], respectively. Type A is of two minimum yield levels, namely 40 000 psi [280 MPa] and 60 000 psi [420 MPa] designated as Grade 40 [280] and Grade 60 [420], respectively.

1.4The weldability of the steel is not a requirement of this specification.

1.5This specification is applicable for orders in either inch-pound units (Specification A996) or SI units (Specification A996M).

1.6The 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 must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.

1.7This 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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ACI 360R : 2010 GUIDE TO DESIGN OF SLABS-ON-GROUND
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ASTM A 775/A775M : 2019 : REDLINE Standard Specification for Epoxy-Coated Steel Reinforcing Bars
ICC 2009 INT. RESI.CODE & COMM.-I1 : 2009 2009 INTERNATIONAL RESIDENTIAL CODE & COMMENTARY - VOLUME 2: CHAPTERS 12 TO 44
ACI 318 : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
ACI 560R : 2016 REPORT ON DESIGN AND CONSTRUCTION WITH INSULATING CONCRETE FORMS (ICFS)
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ASTM C 825 : 2006 : R2011 Standard Specification for Precast Concrete Barriers
ICC IRC Code and Commentary Volume 1 : 2015 IRC® Code and Commentary, Volume 1
ASTM A 1055 : 2008 Standard Specification for Zinc and Epoxy Dual Coated Steel Reinforcing Bars
ACI 439.4R : 2009 REPORT ON STEEL REINFORCEMENT - MATERIAL PROPERTIES AND U.S. AVAILABILITY
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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 222.3R : 2011 GUIDE TO DESIGN AND CONSTRUCTION PRACTICES TO MITIGATE CORROSION OF REINFORCEMENT IN CONCRETE STRUCTURES
ACI 350.5 : 2012 SPECIFICATIONS FOR ENVIRONMENTAL CONCRETE STRUCTURES
ACI 543R : 2012 GUIDE TO DESIGN, MANUFACTURE, AND INSTALLATION OF CONCRETE PILES
ASTM A 1055/A1055M : 2016 : REDLINE Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
ASTM C 1227 : 2013 : REDLINE Standard Specification for Precast Concrete Septic Tanks
ICC IRC CODE AND COMMENTARY VOLUME 2 : 2015 IRC® Code and Commentary, Volume 2
ICC 2012 INTERNATIONAL RESI. CODE : 2012 INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS
ACI 350 : 2006 CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY
ACI 439.4R : 2009 : R2017 REPORT ON STEEL REINFORCEMENT - MATERIAL PROPERTIES AND U.S. AVAILABILITY
ACI 439.3R : 2007 TYPES OF MECHANICAL SPLICES FOR REINFORCING BARS
UFC 4-150-07 : Change 1 UNIFIED FACILITIES CRITERIA - MAINTENANCE AND OPERATION: MAINTENANCE OF WATERFRONT FACILITIES
ASTM C 825 : 2006 Standard Specification for Precast Concrete Barriers

MIL-STD-129 Revision R:2014 Military Marking for Shipment and Storage
FED-STD-123 Revision H:2007 MARKING FOR SHIPMENT (CIVIL AGENCIES)
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