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ASTM A184/A184M-06

(Specification)

Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement

Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement

ABSTRACT
This specification covers the standard guide for welded deformed steel bar mats for concrete reinforcement. Mats should be capable of withstanding static load exerted perpendicular to the plane of the mat tending to separate the bars with no apparent loosening when applied to one intersection of the connected bars. Tension tests shall be performed on the specimen to determine the conformance to reference test materials. Also, test of connections against separation shall be performed on an assembled mat by placing blocks under a deformed bar in the upper layer and applying the prescribed load upon the bar in the lower layer.
SCOPE
1.1 This specification covers material in mat (or sheet) form fabricated from deformed steel bars to be used for the reinforcement of concrete. Mats consist of two layers of bars that are assembled at right angles to each other. Mats are assembled by welding at the intersections.
1.2 This specification is applicable for orders in either inch-pound units (as Specification A 184) or SI units (as Specification A 184M).
1.3 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 this specification.

General Information

Status
Historical
Publication Date
28-Feb-2006
ICS
77.140.15 - Steels for reinforcement of concrete
Technical Committee
A01 - Steel, Stainless Steel and Related Alloys
Drafting Committee
A01.05 - Steel Reinforcement
Current Stage
Ref Project

Relations

Replaces
ASTM A184/A184M-05 - Standard Specification for Fabricated Deformed Steel Bar Mats for Concrete Reinforcement
Effective Date
01-Mar-2006
Replaced By
ASTM A184/A184M-06e1 - Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement
Effective Date
01-Mar-2006
Referred By
ASTM F1247-89(2018) - Standard Specification for Intrusion Resistant Generic Vault Structures
Effective Date
01-Mar-2006
Referred By
ASTM C858-19 - Standard Specification for Underground Precast Concrete Utility Structures
Effective Date
01-Mar-2006
Referred By
ASTM F2480-18 - Standard Guide for In-ground Concrete Skatepark
Effective Date
01-Mar-2006
Referred By
ASTM F1090-15 - Standard Classification for Bank and Mercantile Vault Construction
Effective Date
01-Mar-2006
Referred By
ASTM C1613-22 - Standard Specification for Precast Concrete Gravity Grease Interceptor Tanks
Effective Date
01-Mar-2006
Referred By
ASTM C913-21 - Standard Specification for Precast Concrete Water and Wastewater Structures
Effective Date
01-Mar-2006

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ASTM A184/A184M-06 - Standard Specification for Welded Deformed Steel Bar Mats for Concrete ReinforcementASTM A184/A184M-06 - Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement
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ASTM A184/A184M-06 - Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: A184/A184M – 06
Standard Specification for
Welded Deformed Steel Bar Mats for Concrete
1
Reinforcement
This standard is issued under the fixed designationA184/A184M; 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* 3. Ordering Information
1.1 This specification covers material in mat (or sheet) form 3.1 It shall be the responsibility of the purchaser to specify
fabricated from deformed steel bars to be used for the all requirements that are necessary for material ordered to this
reinforcement of concrete. Mats consist of two layers of bars specification. Such requirements shall include, but are not
that are assembled at right angles to each other. Mats are limited to, the following:
assembled by welding at the intersections. 3.1.1 Quantity,
1.2 This specification is applicable for orders in either 3.1.2 Size and spacing of members in each direction,
inch-pound units (as Specification A184) or SI units (as 3.1.3 Grade required (Grade 40 or 60) [280 or 420],
Specification A184M). 3.1.4 Type of steel as appropriate (see Section 4),
1.3 The values stated in either inch-pound units or SI units 3.1.5 ASTM designation A184/A184M and year of issue.
are to be regarded as standard. Within the text, the SI units are
NOTE 1—Atypical ordering description is as follows: 1000 bar mats to
shown in brackets. The values stated in each system are not
ASTMA184– ; fabricated from Grade 40 bars toASTMA615– ; 6 by 6
exact equivalents; therefore, each system must be used inde-
in.; No. 4 by 120 in. longitudinal tip to tip, outer bars spaced 54 in.; No.
pendentlyoftheother.Combiningvaluesfromthetwosystems
3 by 60 in. transverse, outer bars spaced 114 in.
[1000 bar mats toASTMA184M– ; fabricated from Grade 280 bars to
may result in nonconformance with this specification.
ASTM A615M– ; 150 by 150 mm; No. 10 by 3000 mm longitudinal tip
2. Referenced Documents to tip, outer bars spaced 1350 mm; No. 10 by 1500 mm transverse, outer
bars spaced 2850 mm.]
2
2.1 ASTM Standards:
A615/A615M Specification for Deformed and Plain
4. Material and Manufacture
Carbon-Steel Bars for Concrete Reinforcement
4.1 Deformed steel bars of Grades 40 [280] used in the
A700 PracticesforPackaging,Marking,andLoadingMeth-
manufacture of welded mats shall conform to Specification
ods for Steel Products for Shipment
A615 [A615M]. Deformed steel bars of Grade 60 [420] used in
A706/A706M Specification for Low-Alloy Steel Deformed
the manufacture of welded mats shall conform to Specification
and Plain Bars for Concrete Reinforcement
A615 [A615M] or A706 [A706M].
2.2 U.S. Military Standard:
3
MIL-STD-129 Marking for Shipment and Storage
5. Fabrication
2.3 U.S. Federal Standard:
5.1 Fabricated mats shall be composed of two layers of bars
3
Fed Std No. 123 Marketing for Shipments (CivilAgencies)
substantially parallel and perpendicular to each other.
5.1.1 Mats shall be assembled by means of welding to
1
provide attachment at intersections.
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
5.1.1.1 Welds shall provide attachment at all exterior inter-
A01.05 on Steel Reinforcement.
sections and at not less than alternate interior intersections.
Current edition approved March 1, 2006. Published March 2006. Originally
5.1.1.2 The separation of 5 % or less of all welded intersec-
approved in 1936. Last previous edition approved in 2005 as A184/A184M – 05.
DOI: 10.1520/A0184_A0184M-06. tions of any mat shall not be cause for rejection provided that
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
no more than half of the welds on any one bar are separated.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1.1.3 Welding shall be performed in such a manner that
Standards volume information, refer to the standard’s Document Summary page on
the strength and ductility requirements of the material specifi-
the ASTM website.
3
AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
cations in Section 4 are met when a specimen is tested across
Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS. Or visit: http://
a point of weld.
assist.daps.dla.mil/online.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
A184/A184M – 06
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This specification covers deformed and plain steel reinforcing bars. Steel samples shall be blast cleaned and shall be coated with a protective fusion-bonded epoxy coating by electrostatic spray or other suitable method. The steel specimens shall undergo deformation test, holiday checks, bending tests, and cathodic disbondment test. The steels materials shall conform to the required values of coating thickness, continuity, flexibility, adhesion.
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Standard Specification for Epoxy-Coated Steel Reinforcing Bars

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This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method. The surface of the steel reinforcing bars to be coated shall be cleaned by abrasive blast cleaning to near-white metal. The number and frequency of tests for coating thickness, continuity, flexibility and adhesion are specified. If the specimen for coating thickness or flexibility fails to meet the specified requirements, two retests on random samples shall be conducted for each failed test.
SCOPE
1.1 This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method.
Note 1: The coating applicator is identified throughout this specification as the manufacturer.  
1.2 Other organic coatings may be used provided they meet the requirements of this specification.  
1.3 Requirements for coatings are contained in Annex A1.  
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Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

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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.
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1.1 This specification covers deformed and plain carbon-steel bars in cut lengths and coils for concrete reinforcement. Annex A2 of this specification covers deformed bars for use for other applications. Steel bars containing alloy additions, such as with the Association for Iron and Steel Technology 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.    
1.2 Unless specified for use for other applications in Annex A2, bars are of four minimum yield strength levels: namely, 40 000 psi [280 MPa], 60 000 psi [420 MPa], 80 000 psi [550 MPa], and 100 000 psi [690 MPa], designated as Grade 40 [280], Grade 60 [420], Grade 80 [550], and Grade 100 [690], respectively.
Note 1: Grade 100 [690] reinforcing bars were introduced in this specification in 2015. In contrast to the lower grades, which have ratios of specified tensile strength to specified yield strength that range from 1.25 to 1.50, Grade 100 [690] reinforcing bars have a ratio of specified tensile strength to specified yield strength of 1.15. Users of this specification should be aware that there will, therefore, be a lower margin of safety and reduced warning of failure following yielding when Grade 100 [690] bars are used in structural members where strength is governed by the tensile strength of the reinforcement, primarily in beams and slabs. As a result of the lower specified tensile strength to specified yield strength ratio of 1.15 for Grade 100 [690], users of this specification should be aware that ACI 318 Type 1 mechanical and welded splice requirements found in many acceptance criteria of 125 % of specified yield strength requirements in tension and compression are not applicable to Grade 100 [690]. Mechanical and welded splices should meet a minimum specified tensile strength of 115 000 psi [790 MPa] for Grade 100 [690].
Note 2: Users of this specification need to be aware that consensus design codes and specifications may not recognize the use of the No. 20 [64] bar, the largest bar included in this specification. Structural members reinforced with No. 20 [64] bars may require approval of the building official or other appropriate authority and require special detailing to ensure adequate performance at service and factored loads.  
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 80 [550], and Grade 100 [690]. 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 3: Welding of the material in this specification should be approached with caution since no specific provisions have been included to enhance its weldability. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. T...

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ASTM
ASTM A421/A421M-21(Specification)
Standard Specification for Stress-Relieved Steel Wire for Prestressed Concrete

ABSTRACT
This specification covers two types of uncoated stress-relieved round high-carbon steel wire commonly used in prestressed linear concrete construction. These two types are the type BA used for applications in which cold-end deformation is used for anchoring purposes and type WA wire which is used for application in which the ends are anchored by wedges, no cold-end deformation of the wire is involved. Required tensile strength, yield strength, and elongation shall be evaluated using stress-relaxation test. Heat analysis shall be used to determine the percentage of specified elements especially sulfur and phosphorus to meet the required chemical composition.
SCOPE
1.1 This specification covers two types of stress-relieved round high-carbon steel wire used in prestressed concrete construction, as follows:  
1.1.1 Type BA wire is used for applications in which cold-end deformation is used for anchoring purposes (Button Anchorage), and  
1.1.2 Type WA wire is used for application in which the ends are anchored by wedges, and no cold-end deformation of the wire is involved (Wedge Anchorage).  
1.2 A supplementary requirement (S1) is provided for use where low-relaxation wire and relaxation testing for that product is required by the purchaser. The supplementary requirement applies only when specified in the purchase order or contract.  
1.3 This specification is applicable for orders in either inch-pounds units (as Specification A421) or in SI units (as Specification A421M).  
1.4 The values stated in either inch-pound 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 the specification.  
1.5 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.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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