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ASTM A1055/A1055M-10e1

(Specification)

Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars

Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars

ABSTRACT
This specification covers deformed and plain steel reinforcing bars with a dual coating of zinc alloy and an epoxy coating. The zinc alloy layer shall be applied by the thermal spray coating method followed by an epoxy coating, which shall be applied by the electrostatic spray method. The zinc coating shall conform to the required chemical composition for aluminum, cadmium, copper, iron, lead, tin, antimony, silver, bismuth, arsenic, nickel, magnesium, titanium, and zinc. The coated steel reinforcing bars shall conform to bend test requirements and to physical properties such as coating thickness, coating continuity, epoxy coating flexibility, and coating adhesion.
SCOPE
1.1 This specification covers deformed and plain steel reinforcing bars with a dual coating of zinc alloy and an epoxy coating. The zinc-alloy layer is applied by the thermal spray coating method (metallizing) followed by an epoxy coating applied by the electrostatic spray method.
Note 1—The coating applicator is identified throughout this specification as the manufacturer.
1.2 Requirements of the zinc coating are contained in Table 1.
1.3 Requirements for fusion-bonded powder coatings are contained in Annex A1.
1.4 Guidelines for construction practices at the job-site are presented in Appendix X1.
1.5 This specification is applicable for orders in either inch-pound or SI units.
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, except as specifically noted in Table 2. Combining values from the two systems may result in nonconformance with this 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.

General Information

Status
Historical
Publication Date
30-Nov-2010
ICS
25.220.40 - Metallic coatings
25.220.60 - Organic coatings
Technical Committee
A01 - Steel, Stainless Steel and Related Alloys
Drafting Committee
A01.05 - Steel Reinforcement
Current Stage
Ref Project

Relations

Replaces
ASTM A1055/A1055M-10 - Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
Effective Date
01-Dec-2010
Referred By
ASTM A1078/A1078M-22 - Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement
Effective Date
01-Dec-2010
Referred By
ASTM C1776/C1776M-17(2022) - Standard Specification for Wet-Cast Precast Modular Retaining Wall Units
Effective Date
01-Dec-2010

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ASTM A1055/A1055M-10e1 - Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing BarsASTM A1055/A1055M-10e1 - Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
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ASTM A1055/A1055M-10e1 - Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
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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
´1
Designation:A1055/A1055M −10
Standard Specification for
1
Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
This standard is issued under the fixed designation A1055/A1055M; 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.
1
ε NOTE—Mathematical corrections to A1.3.8 were made in December 2011.
1. Scope* A615/A615MSpecificationforDeformedandPlainCarbon-
Steel Bars for Concrete Reinforcement
1.1 This specification covers deformed and plain steel
A706/A706MSpecification for Deformed and Plain Low-
reinforcing bars with a dual coating of zinc alloy and an epoxy
Alloy Steel Bars for Concrete Reinforcement
coating. The zinc-alloy layer is applied by the thermal spray
A944Test Method for Comparing Bond Strength of Steel
coating method (metallizing) followed by an epoxy coating
Reinforcing Bars to Concrete Using Beam-End Speci-
applied by the electrostatic spray method.
NOTE 1—The coating applicator is identified throughout this specifica- mens
tion as the manufacturer.
A996/A996MSpecification for Rail-Steel and Axle-Steel
1.2 Requirements of the zinc coating are contained in Table Deformed Bars for Concrete Reinforcement
1. B117Practice for Operating Salt Spray (Fog) Apparatus
B833Specification for Zinc and Zinc Alloy Wire for Ther-
1.3 Requirements for fusion-bonded powder coatings are
malSpraying(Metallizing)fortheCorrosionProtectionof
contained in Annex A1.
Steel
1.4 Guidelines for construction practices at the job-site are
D4060Test Method for Abrasion Resistance of Organic
presented in Appendix X1.
Coatings by the Taber Abraser
1.5 This specification is applicable for orders in either
E29Practice for Using Significant Digits in Test Data to
inch-pound or SI units.
Determine Conformance with Specifications
1.6 The values stated in either inch-pound units or SI units E527Practice for Numbering Metals and Alloys in the
are to be regarded as standard.Within the text, the SI units are Unified Numbering System (UNS)
shown in brackets. The values stated in each system are not
G8Test Methods for Cathodic Disbonding of Pipeline Coat-
exact equivalents; therefore, each system must be used inde-
ings
pendently of the other, except as specifically noted in Table 2.
G14TestMethodforImpactResistanceofPipelineCoatings
Combiningvaluesfromthetwosystemsmayresultinnoncon-
(Falling Weight Test)
formance with this specification.
G20Test Method for Chemical Resistance of Pipeline Coat-
1.7 This standard does not purport to address all of the ings
safety concerns, if any, associated with its use. It is the
G62Test Methods for Holiday Detection in Pipeline Coat-
responsibility of the user of this standard to establish appro-
ings
priate safety and health practices and determine the applica-
3
2.2 American Welding Society:
bility of regulatory limitations prior to use.
ANSI/AWS A5.33 Specification for Solid and Ceramic
Wires and Ceramic Rods for Thermal Spraying
2. Referenced Documents
2 AWSC2.23M/C2.23Specification for the Application of
2.1 ASTM Standards:
Thermal Spray Coatings (Metallizing) of Aluminum,
Zinc, and TheirAlloys and Composites for the Corrosion
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel,
Protection for Steel
Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee
AWS C2.25/C2.25M Specification for Thermal Spray
A01.05 on Steel Reinforcement.
Current edition approved Dec. 1, 2010. Published December 2010. Originally
Feedstock—SolidandCompositeWireandCeramicRods
ε1
approved in 2008. Last previous edition approved in 2008 as A1055–08a . DOI:
10.1520/A1055_A1055M-10E01.
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
3
Standards volume information, refer to the standard’s Document Summary page on Available from American Welding Society (AWS), 550 NW LeJeune Rd.,
the ASTM website. Miami, FL 33126, http://www.aws.org.
*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 ----------------------
´1
A1055/A1055M−10
TABLE 1 Chemical Composition Requirements for Zinc and Zinc-Alloy Wires
Al,
Common
max Cd, Cu, Fe, Pb, Sn, Sb, Ag, Bi, As, Ni, Mg, Mo, Ti, Zn, Other,
Name
unless max max max max max max max max max max max max max min Total max
A
(UNS)
noted
B
99.99 Zinc
C D
0.002 0.003 0.005 0.003 0.003 0.001 { {{{ {{ { { 99.99 {
(Z13005)
B
99.99 Zinc 0.10 total
0.01 0.02 0.02 0.02 0.03 {{{{{ {{ { { 99.9
(Z15005)
non
...

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