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Table 2 presents the mixture proportions for the 18 concrete mixtures studied. The characterization of all the concrete mixtures in the fresh state consisted of the determination of slump ASTM C 143-08 unit weight ASTM C 138-08 air content ASTM C 231-08b Class B times of setting ASTM C 403-08 and slump loss this last property was monitored through the procedure described in ASTM C 143-08 18.

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