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ASTM C882-05

(Test Method)

Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear

Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear

SIGNIFICANCE AND USE
The strength developed by a bonding system that joins two regions of concrete is its most important property.
SCOPE
1.1 This test method covers the determination of the bond strength of epoxy-resin-base bonding systems for use with portland-cement concrete. This test method covers bonding hardened concrete to hardened or freshly-mixed concrete.
1.2 The values stated in either inch-pound units 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 are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with this test method.
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. A specific hazard statement is given in Section .

General Information

Status
Historical
Publication Date
31-Oct-2005
Technical Committee
C09 - Concrete and Concrete Aggregates
Drafting Committee
C09.25 - Organic Materials for Bonding
Current Stage
Ref Project

Relations

Replaces
ASTM C882-99 - Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear
Effective Date
01-Nov-2005
Replaced By
ASTM C882/C882M-05e1 - Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear
Effective Date
01-Nov-2005
Referred By
ASTM C928/C928M-20a - Standard Specification for Packaged, Dry, Rapid-Hardening Cementitious Materials for Concrete Repairs
Effective Date
01-Nov-2005

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ASTM C882-05 - Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant ShearASTM C882-05 - Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear
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ASTM C882-05 - Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear
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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:C882–05
Standard Test Method for
Bond Strength of Epoxy-Resin Systems Used With Concrete
1
By Slant Shear
This standard is issued under the fixed designation C 882; 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 (e) 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 C 617 Practice for Capping Cylindrical Concrete Speci-
mens
1.1 This test method covers the determination of the bond
C 881/C 881M Specification for Epoxy-Resin-Base Bond-
strength of epoxy-resin-base bonding systems for use with
ing Systems for Concrete
portland-cement concrete. This test method covers bonding
hardened concrete to hardened or freshly-mixed concrete.
3. Terminology
1.2 The values stated in either inch-pound units or SI units
3.1 See Section on Terminology of Specification C 881/
are to be regarded separately as standard. Within the text, the
C 881M.
SI units are shown in brackets. The values stated in each
system are not exact equivalents; therefore, each system shall
4. Summary of Test Method
be used independently of the other. Combining values from the
4.1 The bond strength is determined by using the epoxy
two systems may result in nonconformance with this test
system to bond together two equal sections ofa3by 6-in. [75
method.
by 150-mm] portland-cement mortar cylinder, each section of
1.3 This standard does not purport to address all of the
which has a diagonally cast bonding area at a 30° angle from
safety concerns, if any, associated with its use. It is the
vertical. After suitable curing of the bonding agent, the test is
responsibility of the user of this standard to establish appro-
performed by determining the compressive strength of the
priate safety and health practices and determine the applica-
composite cylinder.
bility of regulatory limitations prior to use. A specific hazard
statement is given in Section 8.
5. Significance and Use
5.1 The strength developed by a bonding system that joins
2. Referenced Documents
2 two regions of concrete is its most important property.
2.1 ASTM Standards:
C 39/C 39M Test Method for Compressive Strength of Cy-
6. Apparatus
lindrical Concrete Specimens
6.1 Apparatus to Mix Portland-Cement Mortar—This ap-
C 109/C 109M Test Method for Compressive Strength of
paratus shall be as described in Test Method C 109/C 109M,
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
except for the sections on specimen molds, tamper, and testing
Specimens)
machine.
C 150 Specification for Portland Cement
6.2 Specimen Molds—The molds shall be constructed in the
C 192/C 192M Practice for Making and Curing Concrete
1
form of right cylinders, 3 6 ⁄16 in. [75 6 2 mm] in inside
Test Specimens in the Laboratory
1
diameter and 6 6 ⁄16 in. [150 6 2 mm] high. All molds shall
C511 Specification for Mixing Rooms, Moist Cabinets,
be either selected or machined so that the maximum range of
Moist Rooms andWater StorageTanks Used in theTesting
the differences in each of the dimensions of the group of molds
of Hydraulic Cements and Concretes
1
is less than ⁄64 in. [0.5 mm]. The molds shall be made of metal
not attacked by portland-cement mortar. The side of the mold
1
shall be sufficiently rigid to prevent spreading or warping. The
This test method is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregates, and is the direct responsibility of Subcommittee
molds shall be made watertight before use. A satisfactory
C09.25 on Organic Materials for Bonding.
material for this purpose is the paraffin-rosin mixture described
Current edition approved Nov. 1, 2005. Published November 2005. Originally
in Test Method C 109/C 109M.
approved in 1978. Last previous edition approved in 1999 as C 882 – 99.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 6.3 Dummy Section—A dummy section (Fig. 1) shall be
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
machined of a hard material that is not attacked by portland-
Standards volume information, refer to the standard’s Document Summary page on
cement mortar. It shall fit the mold and be equal to half the
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C882–05
least7days.Asanalternative,acomplete3by6-in.[75by150
mm] cylinder shall be cast and, after cure, may be saw-cut at
an angle of 30°.
7.3 A3by6-in.[75by150-mm]cylinderofthemortarshall
have a compressive strength, when tested in accordance with
11.3, of at least 45
...

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