January 7, 2019


This standard is issued under the fixed designation C ; the number immediately 1 This test method is under the jurisdiction of ASTM Committee C09 on. All the Controls products ASTM C standard. Enter now!. Test Methods – ASTM C Potential Reactivity of Cement Aggregate Combinations. ▫. High alkali cement used to make mortar bars. ▫. Length change tested at.

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It is the responsibility c272 the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Link to Active This link will always route to the current Active version of the standard.

This may occur because the alkali-silica atm products are characterized by an alkali to silica ratio that is so low as to minimize uptake of water and swelling, or because of alkali leaching from the ast, see section on containers. Dolomitic aggregates that are deleteriously affected by the alkali-carbonate reaction when employed as course aggregate in concrete may not produce notable expansion in this test method.

Data correlating the results of tests performed using this test method with performance of cement-aggregate combinations in concrete in service, results of petrographic examination of aggregates Guide Cand results of tests for potential reactivity of aggregates by chemical methods have been published in Test Method C and should be consulted in connection with xstm use of results of tests performed using this test method as the basis for conclusions and recommendations concerning the use of cement-aggregate combinations in concrete.


Sources of such supplementary information include: Work Item s – proposed revisions of this standard. Also, significant expansion may occur rarely in the test for sstm other than alkali-aggregate reaction, particularly the presence of sulfates in the aggregate that produce a sulfate attack upon the cement paste, ferrous sulfides pyrite, marcasite, or pyrrhotite that oxidize and hydrate with the release of sulfate, and materials such as free lime CaO or free magnesia MgO in the cement or aggregate that progressively hydrate and carbonate.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are c27 provided as part of the standard. Historical Version s – view previous versions of standard.

Criteria to determine potential deleterious alkali-silica reactivity of cement-aggregate combinations from the results of this test method have been given in the Appendix of Specification C The method is not recommended as a means to detect the latter reaction because expansions produced in the qstm test by the alkali-carbonate reaction see Test Method C are generally much less than those produced by the alkali-silica reaction for combinations having equally harmful effects in service.


When expansions in excess of those given in the Appendix of Specification C33 are shown in results of tests performed using d227 test qstm, it is strongly recommended that supplementary information be developed to confirm that the expansion is actually due to alkali reactivity.

Insignificant expansion may result when potentially deleteriously reactive siliceous rocks are present in comparatively high proportion even when a high-alkali cement is used.

The results of tests performed using this method furnish information on the likelihood that a cement-aggregate combination is potentially capable of harmful alkali-silica reactivity with consequent deleterious expansion of concrete. When it has been concluded from the results of tests performed using this test method and supplementary information as outlined that a given cement-aggregate combination should be considered potentially deleteriously reactive, additional studies may be appropriate to develop information on the potential reactivity of other combinations containing the same cement with other aggregates, the same aggregate with other cements, or the same cement-aggregate combination with a mineral admixture.

Two types of alkali reactivity of aggregates are recognized: