ASTM WK35889

1. Rationale

To address an error in Note 9 with respect to the multiplier required to adjust the amount of coarse aggregate for the first trial mixture, which is obtained from the table on volume of coarse aggregate per unit volume of concrete in ACI 211.1.

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Keywords

accelerating; chemical admixtures; concrete; physical requirements; retarding; specific performance; testing; water reducing: Accelerating admixtures (for concrete); Concrete admixtures--specifications; Moisture analysis--concrete; Water-reducing admixtures (for concrete) ;

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Citing ASTM Standards

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