Standard Practice for Abrading Concrete

SIGNIFICANCE AND USE
This practice is used to prepare concrete for coatings where optimum bond is desired for service conditions such as continuous or intermittent immersion, temperature cycling, or mechanical loading.
SCOPE
1.1 This practice includes surface preparation of concrete to prepare the surface prior to the application of coatings.
1.2 This practice is intended to alter the surface profile of the concrete and to remove foreign materials and weak surface laitance.
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 establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For specific hazard statements, see Section 5.

General Information

Status
Historical
Publication Date
30-Apr-2012
Current Stage
Ref Project

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ASTM D4259-88(2012) - Standard Practice for Abrading Concrete
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D4259 − 88 (Reapproved 2012)
Standard Practice for
Abrading Concrete
This standard is issued under the fixed designation D4259; 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. Scope 3.3 For some applications, a minimum concrete surface
strength may be required for proper coating performance.
1.1 This practice includes surface preparation of concrete to
prepare the surface prior to the application of coatings. 3.4 Acceptable methods of preparation include abrasive
blasting (wet or dry), mechanical abrading, water blasting, and
1.2 This practice is intended to alter the surface profile of
other similar procedures that will alter the surface profile of the
the concrete and to remove foreign materials and weak surface
concrete.
laitance.
1.3 This standard does not purport to address all of the
4. Significance and Use
safety concerns, if any, associated with its use. It is the
4.1 This practice is used to prepare concrete for coatings
responsibility of the user of this standard to establish appro-
where optimum bond is desired for service conditions such as
priate safety and health practices and determine the applica-
continuous or intermittent immersion, temperature cycling, or
bility of regulatory limitations prior to use. For specific hazard
mechanical loading.
statements, see Section 5.
5. Hazards
2. Referenced Documents
2 5.1 New concrete shall be cured in accordance with ACI-
2.1 ASTM Standards:
308.
D4258 Practice for Surface Cleaning Concrete for Coating
D4285 Test Method for Indicating Oil or Water in Com-
6. Mechanical Abrading Procedure
pressed Air
6.1 Suitable Surfaces—Mechanical abrading is suitable for
D4541 Test Method for Pull-Off Strength of Coatings Using
Portable Adhesion Testers use on formed surfaces and floors and for the removal of fins
and projections.
2.2 Other Standard:
ACI-308 Guide to Curing Concrete 6.2 Pre-Surface Preparation:
6.2.1 Remove grease, oil, and other penetrating contami-
3. Summary of Practice nants. (See Practice D4258.)
6.2.2 Concrete surfaces may be wet or dry as appropriate to
3.1 This practice is intended to provide a clean,
the type of equipment to be used.
contamination-free, and roughened surface.
6.3 Apparatus:
3.2 Acceptable surfaces shall be free of laitance, form
6.3.1 Typical apparatus covered by this method are rotary
release agents, curing agents, oil, grease, and other penetrating
impact, vertical impact, and circular grinding equipment.
contaminants. The surface shall be free of fins, projections and
6.3.2 Use the equipment in accordance with the manufac-
loosely adhering concrete, dirt, and dust particles.
turer’s instructions in an organized manner in order to thor-
oughly cover the entire surface to be prepared.
6.4 Appearance of Prepared Surface:
This practice is under the jurisdiction of ASTM Committee D33 on Protective
6.4.1 The intent is to remove sufficient material in order to
Coating and Lining Work for Power Generation Facilities and is the direct
responsibility of Subcommittee D33.05 on Application and Surface Preparation.
achieve a sound concrete surface free of laitance, glaze,
Current edition approved May 1, 2012. Published May 2012. Originally
efflorescence and incompatible concrete curing compounds or
approved in 1983. Last previous edition approved in 2006 as D4259 – 88 (2006).
form release agents.
DOI: 10.1520/D4259-88R12.
6.4.2 The surface shall have a roughened, textured appear-
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
ance.Aggregate may be exposed.Aroughness standard may be
Standards volume information, refer to the standard’s Document Summary page on
established by mutual agreement.
the ASTM website.
6.4.3 The appearance will vary depending upon the equip-
Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
Hills, MI 48333-9094, http://www.aci-int.org. ment used and type of concrete.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D4259 − 88 (2012)
6.5 Post-Surface Preparation Cleaning—Clean
...

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