As researchers using ASTM C for sulfate resistance test for concrete. The size of the cube is x x mm. But ASTM C gives guidelines for. Table 1 Criticism of ASTM Sulfate Durability Tests (ASTM C and ASTM C) .. 8. Table 2 Designation, Classification, and Chemical Oxide Analysis of. C (ASTM a) Type II cement (moderate sulfate resistance) or Type V . chosen based on the ASTM C (ASTM b) specifications are shown in.

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Use This zstm provides a means of assessing the sulfate resistance of a mortar. Unless otherwise directed the exposure solution contains moles of Na2SO4 per m3.

ASTM C1012/C1012M – 18a

Privacy Policy Sensors Sitemap. Sample Type portland cement, blended cements, and supplementary cementing materials blended with portland cement.

A superscript epsilon e indicates an editorial change since the last revision or reapproval. Further discussion of these and other technical issues is given in the Appendix. Maintain the volume proportion cc1012 sulfate solution to mortar bars in a storage container at 4. It is the responsibility of the user of this standard to establish appro- priate safety and health practices and determine the applica- bility of regulatory limitations prior to use.

Reagents and Materials 5. When tests are made that are expected to produce results v1012 are close to an acceptance- rejection value, it is recommended that reagent grade chemi- cals be used. Combining values from the two systems may result in non-conformance with the standard.


Order Form 2 Email complete form to contact listed below. Historical Version s – view previous versions of standard. Portland cements may be evaluated by ASTM Chowever C is not suitable for evaluating blended cements or blends of supplementary cementitious materials with ordinary portland cement.

If you need more info or have any questions, please note the Lab ID number and contact us at:. Test Method C is suitable for evaluating portland cements but not blended cements or blends of portland cement with pozzolans or slags. Results Produced Length change of mortar bars immersed in sulfate solution.

Such chemicals shall conform to the specifica- tions of the Committee on Analytical Reagents for the American Chemical Society where such specifications are available. Other sulfate concentrations or other sulfates such as MgSO 4 may be used to simulate the environmental exposure of interest. Use a water-cement ratio by mass of 0. Significance and Use 3. The values shown in parentheses are for information purposes only.

Testing goes to 1 year. Link to Active This link will always route to the current Active version of the standard.

Within the text, the inch-pound units are shown in brackets. Print and complete the following order form. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.


Other sulfate concentrations or other sulfates such as MgSO4 may be used to x1012 the environmental exposure of interest.

Determine the pH of the solution before use; reject the solution if the pH range is outside 6. Can extend time of testing for additional charge.

ASTM C Hydraulic-Cement Mortars Exposed to a Sulfate | CTLGroup

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Seal the container ast a lid so that the sulfate solution cannot evaporate. Any anhydrous or hydrated sodium sulfate may be used if the water content of the salt is checked by loss on ignition and proper corrections made to account for the specified sulfate concen- tration.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Work Item s – proposed revisions of this standard. The length change of mortar bars immersed in sulfate solution is the indicator.