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Note: When coarse and fine aggregate of different types are used, the free-water content is estimated by the expression 2/3 W f + 1/3 W c. where W f = free-water content appropriate to type of fine aggregate. and W c = free-water content appropriate to type of coarse aggregate. Table 5 Estimated wet density of fully compacted concrete, (kg/m3).

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Mix Design and Pumped Concrete - Civil Engineering Portal

Note: When coarse and fine aggregate of different types are used, the free-water content is estimated by the expression 2/3 W f + 1/3 W c. where W f = free-water content appropriate to type of fine aggregate. and W c = free-water content appropriate to type of coarse aggregate. Table 5 Estimated wet density of fully compacted concrete, (kg/m3).

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