SECTION 033000 - CAST-IN-PLACE CONCRETE
Water to Cementitious Material Ratio: Mixes "B","C" and "D" shall have a water-to-cementitious-material ratio not exceeding 0.45 by weight. Weight of water shall include all free moisture, including liquid admixtures. Mixes shall contain specified high range water reducing admixture at mid-range dosage as required to achieve specified slump. ................
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