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ASTM A 1055/A1055M : 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Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
Available format(s)

PDF

Superseded date

11-05-2022

Language(s)

English

Published date

03-16-2017

CONTAINED IN VOL. 01.04, 2018 Defines deformed and plain steel reinforcing bars with a dual coating of zinc-alloy followed by an epoxy coating applied by the electrostatic spray method.

1.1This specification covers deformed and plain steel reinforcing bars with a dual coating of zinc-alloy followed by an epoxy coating applied by the electrostatic spray method.

1.2The zinc-alloy coating is produced as one of two types: zinc-alloy applied by the thermal spray method (Type I) or zinc-alloy applied in accordance with Specification A1094/A1094M (Type II).

Note 1:The coating applicator is identified throughout this specification as the manufacturer.

1.3Requirements for the zinc coating are contained in
Table 1.

(A)UNS designations were established in accordance with Practice E527.
(B)In accordance with ANSI/AWS A5.33.
(C)The following applies to all specified limits in this table. For the purposes of determining conformance with this specification, an observed value obtained from analysis shall be rounded off to the nearest unit in the last right-hand place of figures used in expressing the limiting value, in accordance with the rounding method of Practice E29.
(D)… indicates that the element is not applicable.
(E)(…) indicates no Unified Numbering System (UNS) designation for this option.

1.4Requirements for epoxy powder coatings are contained in Annex A1.

1.5Guidelines for construction practices at the job-site are presented in Appendix X1.

1.6The 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 the specification.

1.7This specification is applicable for orders in either inch-pound units [as Specification A1055] or SI units [as Specification A1055M].

1.8The 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 may not be exact equivalents; therefore, each system must be used independently of the other, except as specifically noted in Table 2. Combining values from the two systems may result in non-conformance with this specification.

(A)Pin diameters specified for similar size (shown on the same line) inch-pound bars and metric may be interchanged.
(B)Bar designation Nos. 9, 10, 11, 14, and 18 [29, 32, 36, 43, and 57] are not covered by Specification A996/A996M.

1.9This 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.

Committee
A 01
DevelopmentNote
Supersedes ASTM A 1055. (12/2008)
DocumentType
Redline
Pages
10
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy
Supersedes

ACI 301 : 2016 SPECIFICATIONS FOR STRUCTURAL CONCRETE
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ACI 318 : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
ASTM A 1078/A1078M : 2012 : EDT 1 Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement
ACI 301M : 2016 SPECIFICATIONS FOR STRUCTURAL CONCRETE
ACI 318M : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-14) AND COMMENTARY (ACI 318RM-14)
ASTM A 1078/A1078M : 2012 Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement

ACI 301 : 2016 SPECIFICATIONS FOR STRUCTURAL CONCRETE
ASTM B 833 : 2013 : REDLINE Standard Specification for Zinc and Zinc Alloy Wire for Thermal Spraying (Metallizing) for the Corrosion Protection of Steel
ASTM A 615/A615M : 2016-03 SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT
ASTM A 706/A706M : 2016 : REDLINE Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
ASTM D 4417 : 2014 : REDLINE Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel
SSPC-SP 10 : 2015 NEAR-WHITE BLAST CLEANING
AWS C2.23M/C2.23 : 2003 SPECIFICATION FOR THE APPLICATION OF THERMAL SPRAY COATINGS (METALLIZING) OF ALUMINUM, ZINC, AND THEIR ALLOYS AND COMPOSITES FOR THE CORROSION PROTECTION OF STEEL
ASTM E 527 : 2016 : REDLINE Standard Practice for Numbering Metals and Alloys in the Unified Numbering System (UNS)
ASTM G 62 : 2014 : REDLINE Standard Test Methods for Holiday Detection in Pipeline Coatings
AWS C2.25/C2.25M : 2012 SPECIFICATION FOR THERMAL SPRAY FEEDSTOCK - WIRE AND RODS
ASTM A 996/A996M : 2016 : REDLINE Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

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