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ASTM A1078/A1078M-12e1

(Specification)

Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement

Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement

SCOPE
1.1 This specification covers plain steel dowel bars with protective fusion-bonded epoxy coating for use in concrete pavements.  
1.2 This specification is applicable for orders in either inch-pound units (as Specification A1078) or in SI units (as Specification A1078M).  
1.3 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 this specification.  
1.4 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.
Note 1: The coating applicator is identified throughout this specification as the manufacturer.

General Information

Status
Historical
Publication Date
14-May-2012
ICS
21.060.99 - Other fasteners
Technical Committee
A01 - Steel, Stainless Steel and Related Alloys
Drafting Committee
A01.05 - Steel Reinforcement
Current Stage
Ref Project

Relations

Replaces
ASTM A1078/A1078M-12 - Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement
Effective Date
15-May-2012

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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: A1078/A1078M −12
Standard Specification for
1
Epoxy-Coated Steel Dowels for Concrete Pavement
This standard is issued under the fixed designation A1078/A1078M; 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—Editorial corrections were made to 7.7 in August 2015.
1. Scope Profile of Blast Cleaned Steel
3
2.2 Society for Protective Coatings Specifications:
1.1 This specification covers plain steel dowel bars with
SSPC-PA 2 Measurement of Dry Coating Thickness with
protective fusion-bonded epoxy coating for use in concrete
Magnetic Gauges
pavements.
SSPC-SP 10 Near-White Blast Cleaning
1.2 This specification is applicable for orders in either
SSPC-VIS 1 Pictorial Surface Preparation Standards for
inch-pound units (as Specification A1078) or in SI units (as
Painting Steel Surfaces
Specification A1078M).
4
2.3 Concrete Reinforcing Steel Institute Documents:
1.3 The values stated in either inch-pound or SI units are to
CRSI Voluntary Certification Program for Fusion Bonded
be regarded separately as standard.Within the text, the SI units
Epoxy Coating Applicator Plants
are shown in brackets. The values stated in each system may
not be exact equivalents; therefore, each system shall be used
3. Terminology
independently of the other. Combining values from the two
3.1 Definitions of Terms Specific to This Standard:
systems may result in non-conformance with this specification.
3.1.1 epoxy powder coating, n—a fusion-bonded epoxy
1.4 This standard does not purport to address all of the
coating product containing pigments, thermosetting epoxy
safety concerns, if any, associated with its use. It is the
resins, cross-linking agents, and other additives, which is
responsibility of the user of this standard to establish appro-
applied in the form of a powder onto a clean, heated metallic
priate safety and health practices and determine the applica-
substrate and fuses to form a continuous barrier coating.
bility of regulatory limitations prior to use.
3.1.2 final coat, n—thelastapplicationoftheType1orType
NOTE 1—The coating applicator is identified throughout this specifica- 2 coating.
tion as the manufacturer.
3.1.3 holiday, n—discontinuity in a coating that is not
discernible to a person with normal or corrected vision.
2. Referenced Documents
2
3.1.4 patching material, n—liquid two-part epoxy coating
2.1 ASTM Standards:
used to repair damaged or uncoated areas.
A615/A615M SpecificationforDeformedandPlainCarbon-
Steel Bars for Concrete Reinforcement 3.1.5 plain bar, n—steel bar without protrusions.
A775/A775M Specification for Epoxy-Coated Steel Rein-
3.1.6 pretreatment, n—a preparation of the blast-cleaned
forcing Bars
steel surface prior to coating application that is formulated to
A934/A934M Specification for Epoxy-Coated Prefabricated
pre-treat the metal to promote coating adhesion, reduce metal/
Steel Reinforcing Bars
coating reactions, improve corrosion resistance, and increase
A1055/A1055M Specification for Zinc and Epoxy Dual-
blister resistance.
Coated Steel Reinforcing Bars
3.1.7 Type 1 coating, n—epoxy powder coating meeting
D4417 Test Methods for Field Measurement of Surface
Annex A1 of Specification A775/A775M or Annex A1 of
Specification A1055/A1055M.
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel,
3.1.8 Type 2 coating, n—epoxy powder coating meeting
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
Annex A1 of Specification A934/A934M.
A01.05 on Steel Reinforcement.
Current edition approved May 15, 2012. Published September 2012. DOI:
10.1520/A1078_A1078M-12E01.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from Society for Protective Coatings (SSPC), 40 24th St., 6th Floor,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Pittsburgh, PA 15222-4656, http://www.sspc.org.
4
Standards volume information, refer to the standard’s Document Summary page on Available from Concrete Reinforcing Steel Institute (CRSI), 933 N. Plum
the ASTM website. Grove Rd., Schaumburg, IL 60173–4758, http://www.crsi.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
A1078/A1078M − 12
4. Ordering Information 5.5 The coating type shall be specified by the purchaser.
Type1coatingsshallbequalifiedinaccordancewithAnnexA1
4.1 It shall be the responsibility of the purchaser to specify
of Specification A775/A775M or Specification A1055/
all requirements that are necessary fo
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
´1
Designation: A1078/A1078M − 12 A1078/A1078M − 12
Standard Specification for
1
Epoxy-Coated Steel Dowels for Concrete Pavement
This standard is issued under the fixed designation A1078/A1078M; 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—Editorial corrections were made to 7.7 in August 2015.
1. Scope
1.1 This specification covers plain steel dowel bars with protective fusion-bonded epoxy coating for use in concrete pavements.
1.2 This specification is applicable for orders in either inch-pound units (as Specification A1078) or in SI units (as Specification
A1078M).
1.3 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 this specification.
1.4 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.
NOTE 1—The coating applicator is identified throughout this specification as the manufacturer.
2. Referenced Documents
2
2.1 ASTM Standards:
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A775/A775M Specification for Epoxy-Coated Steel Reinforcing Bars
A934/A934M Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars
A1055/A1055M Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
D4417 Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel
3
2.2 Society for Protective Coatings Specifications:
SSPC-PA 2 Measurement of Dry Coating Thickness with Magnetic Gauges
SSPC-SP 10 Near-White Blast Cleaning
SSPC-VIS 1 Pictorial Surface Preparation Standards for Painting Steel Surfaces
4
2.3 Concrete Reinforcing Steel Institute Documents:
CRSI Voluntary Certification Program for Fusion Bonded Epoxy Coating Applicator Plants
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
3.1 Definitions of Terms Specific to This Standard:
3.1.1 epoxy powder coating, n—a fusion-bonded epoxy coating product containing pigments, thermosetting epoxy resins,
cross-linking agents, and other additives, which is applied in the form of a powder onto a clean, heated metallic substrate and fuses
to form a continuous barrier coating.
3.1.2 final coat, n—the last application of the Type 1 or Type 2 coating.
3.1.3 holiday, n—discontinuity in a coating that is not discernible to a person with normal or corrected vision.
1
This specification is under the jurisdiction of ASTM Committee A01D19 on Steel, Stainless Steel and Related AlloysWater and is the direct responsibility of
Subcommittee A01.05D19.05 on Steel ReinforcementInorganic Constituents in Water.
Current edition approved May 15, 2012. Published September 2012. DOI: 10.1520/A1078_A1078M-12. 10.1520/A1078_A1078M-12E01.
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from Society for Protective Coatings (SSPC), 40 24th St., 6th Floor, Pittsburgh, PA 15222-4656, http://www.sspc.org.
4
Available from Concrete Reinforcing Steel Institute (CRSI), 933 N. Plum Grove Rd., Schaumburg, IL 60173–4758, http://www.crsi.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
A1078/A1078M − 12
3.1.4 patching material, n—liquid two-part epoxy coating used to repair damaged or uncoated areas.
3.1.5 plain bar, n—steel bar without protrusions.
3.1.6 pretreatment, n—a preparation of the blast-cleaned steel surface prior to coating application that is formulated to pre-treat
the metal to promote coating adhesion, reduce metal/coating reactions, improve corrosion resistance, and increase blister
resistance.
3.1.7 Type 1 coating, n—epoxy powder coating meeting Annex A1 of Specification A775/
...

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ASTM
ASTM B637-23(Specification)
Standard Specification for Precipitation-Hardening and Cold Worked Nickel Alloy Bars, Forgings, and Forging Stock for Moderate or High Temperature Service

ABSTRACT
This specification covers hot- and cold-worked precipitation-hardenable nickel alloy rod, bar, forgings, and forging stock for high-temperature service. Chemical analysis shall be performed on the alloy and shall conform to the chemical composition requirement in carbon, manganese, silicon, phosphorus, sulfur, chromium, cobalt, molybdenum, columbium, tantalum, titanium, aluminum, zirconium, boron, iron, copper, and nickel. The material shall follow recommended annealing treatment, solution treatment, stabilizing treatment, and precipitation hardening treatment. Tension testing, hardness testing and stress-rupture testing shall be performed on the material and shall comply to the required tensile strength, yield strength, elongation, reduction in area, and Brinell hardness.
SCOPE
1.1 This specification2 covers hot- and cold-worked precipitation-hardenable nickel alloy rod, bar, forgings, and forging stock for moderate or high temperature service (Table 1).  
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.3 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 become familiar with all hazards including those identified in the appropriate Safety Data Sheet (SDS) for this product/material as provided by the manufacturer, to establish appropriate safety, health, and environmental practices, and determine the applicability of regulatory limitations prior to use.  
1.4 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.

  • Technical specification
    7 pages
    English language
    sale 15% off
  • Technical specification
    7 pages
    English language
    sale 15% off