ASTM-C232 2007
$40.63
C232-07 Standard Test Methods for Bleeding of Concrete
Published By | Publication Date | Number of Pages |
ASTM | 2007 | 5 |
ASTM C232-07
Historical Standard: Standard Test Methods for Bleeding of Concrete
ASTM C232
Scope
1.1 These test methods cover the determination of the relative quantity of mixing water that will bleed from a sample of freshly mixed concrete. Two test methods, that differ primarily in the degree of vibration to which the concrete sample is subjected, are included.
1.2 The two test methods are not expected to yield the same test results when samples of concrete from the same batch are tested by each method. When various concretes are to be compared, all the tests must be conducted using the same method, and if the batches are of similar unit weight, the sample masses shall not differ by more than 1 kg (2 lb).
1.3 The values stated in SI units are to be regarded as standard. The values in parentheses are provided for information purposes only.
1.4 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
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. (Warning-Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure).
Keywords
bleeding; concrete, bleeding of
ICS Code
ICS Number Code 91.100.30 (Concrete and concrete products)
DOI: 10.1520/C0232-07
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Scope Referenced Documents Significance and Use Apparatus |
2 | Test Specimen Procedure Calculation Apparatus |
3 | Vibrating Cycle Test Specimen Procedure Calculation Report Precision and Bias Keywords FIG. 1 |
4 | FIG. 2 |
5 | FIG. 3 |