Why is it important to control the aggregate gradation once


1. Briefly state the influence of maximum aggregate size (i.e., 19 mm vs. 38 mm) on the mixing water content and the cement content of a concrete mixture with a given water-cement ratio of 0.5.

2. Why is it important to control the aggregate gradation once the concrete mix design has been selected? How is this gradation control expressed in a specification?

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Econometrics: Why is it important to control the aggregate gradation once
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