ASTM C289-07
(Test Method)Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates (Chemical Method) (Withdrawn 2016)
Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates (Chemical Method) (Withdrawn 2016)
SCOPE
1.1 This test method covers chemical determination of the potential reactivity of an aggregate with alkalies in portland-cement concrete as indicated by the amount of reaction during 24 h at 80 ° C between 1 N sodium hydroxide solution and aggregate that has been crushed and sieved to pass a 300-m sieve and be retained on a 150-m sieve.
1.2 The values stated in SI units are to be regarded as 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 establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. A specific precautionary statement is given in 5.7.1.
WITHDRAWN RATIONALE
This test method covered chemical determination of the potential reactivity of an aggregate with alkalies in portland-cement concrete as indicated by the amount of reaction during 24 h at 80 °C between 1 N sodium hydroxide solution and aggregate that has been crushed and sieved.
Formerly under the jurisdiction of Committee C09 on Concrete and Concrete Aggregates, this test method was withdrawn in January 2016 in accordance with section 10.6.3 of the Regulations Governing ASTM Technical Committees, which requires that standards shall be updated by the end of the eighth year since the last approval date.
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
Designation: C289 − 07
StandardTest Method for
Potential Alkali-Silica Reactivity of Aggregates (Chemical
1
Method)
This standard is issued under the fixed designation C289; 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.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope* C1293 Test Method for Determination of Length Change of
Concrete Due to Alkali-Silica Reaction
1.1 This test method covers chemical determination of the
D75 Practice for Sampling Aggregates
potential reactivity of an aggregate with alkalies in portland-
D1193 Specification for Reagent Water
cement concrete as indicated by the amount of reaction during
D1248 Specification for Polyethylene Plastics Extrusion
24 h at 80 °C between 1 N sodium hydroxide solution and
Materials for Wire and Cable
aggregate that has been crushed and sieved to pass a 300-µm
E11 Specification for Woven Wire Test Sieve Cloth and Test
sieve and be retained on a 150-µm sieve.
Sieves
1.2 The values stated in SI units are to be regarded as
E60 Practice for Analysis of Metals, Ores, and Related
standard.
Materials by Spectrophotometry
1.3 This standard does not purport to address all of the
2.2 American Chemical Society Documents:
safety concerns, if any, associated with its use. It is the
Reagent Chemicals, American Chemical Society Specifica-
responsibility of the user of this standard to establish appro-
tions
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use. A specific precau-
NOTE 1—For suggestions on the testing of reagents not listed by the
American Chemical Society, see “Reagent Chemicals and Standards,” by
tionary statement is given in 5.7.1.
Joseph Rosin, D. Van Nostrand Co., Inc., NewYork, NY, and the “United
States Pharmacopeia.”
2. Referenced Documents
2
2.1 ASTM Standards:
3. Significance and Use
C114 Test Methods for Chemical Analysis of Hydraulic
Cement 3.1 When this test method is used to evaluate the potential
reactivity of siliceous components in the aggregate with
C227 Test Method for Potential Alkali Reactivity of
Cement-Aggregate Combinations (Mortar-Bar Method) alkalies in hydraulic-cement concrete, it must be used in
C295 Guide for Petrographic Examination ofAggregates for combination with other methods. Do not use the results of tests
Concrete by this test method as the sole basis for acceptance or rejection
C702 PracticeforReducingSamplesofAggregatetoTesting for sources with regard to ASR.
Size
3.2 Reactions between a sodium hydroxide solution and
C1005 Specification for Reference Masses and Devices for
siliceous components in the aggregate have been shown to
Determining Mass and Volume for Use in the Physical
correlate with the performance of some aggregates in concrete
Testing of Hydraulic Cements
structures. The results from this test method can be obtained
C1260 Test Method for Potential Alkali Reactivity of Ag-
quickly, and, while not completely reliable in all cases, they
gregates (Mortar-Bar Method)
can provide useful data.
3.3 This test method can be employed as a quality control
1
This test method is under the jurisdiction of ASTM Committee C09 on
tooltoperiodicallychecksamplesfromanexistingsourcewith
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
an acceptable service history.
C09.26 on Chemical Reactions.
Current edition approved Nov. 1, 2007. Published December 2007. Originally
approved in 1952. Last previous edition approved in 2003 as C289 – 03. DOI:
4. Apparatus
10.1520/C0289-07.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.1 Scales—The scales and weights used for weighing
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
materials shall conform to the requirements prescribed in
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Specification C1005.
*A Summary of Changes section appears at the end of this standard
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C289 − 07
4.2 Balances—The analytical balance and weights used for polyethylene, may be suitable. Such suitability can be demon-
determining dissolved silica by the gravimetric method shall strated by a change in the alkalinity of the sodium hydroxide
conform to the requirements prescribed in Test Methods C114. solution (R , Section on Reduction in Alkalinity) when used
c
alone as a blank in the container in que
...
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