A concrete mixture is required for a thin wall. The Nominal Maximum size of the coarse aggregate is $\frac{3}{8}".$ The specific gravity of the stone is $2\mathrm{.}772,$ a $\%$ moisture of $2\mathrm{.}8$ and $0\mathrm{.}7\%$ absorption; the dry rodded unit weight $101lb\frac{s}{f}t3.$ The cement will Type I, with a specific gravity of $3\mathrm{.}15.$

The structure will be inside and NO$-$AIR would be needed. $($Consider $3\%$ entrapped air for calculations$)$

Concrete will have a slump between $3-4"$ at the plant, and $8\frac{+}{-}1"$ inches after the addition of the Super Plasticizer, since it will be pumped.

The minimum compressive strength $(f^{\text{'}}c)$ for this concrete would be $2500$ psi in $28$ days.

The concrete sand has a $FM=2\mathrm{.}40,$ a specific gravity of $2\mathrm{.}669,$ a moisture content of $5\mathrm{.}7\%,$ and the Absorption of $0\mathrm{.}5\%.$

A Super Plasticizer Water Reducer will be used, at a dosage of $12fl\mathrm{.}0\frac{z}{100}$# of cement.

Determine the Final Adjusted weights of the concrete mixture, knowing that NO previous data is available for the mix.

Please, indicate the units of each one of the data calculated and determined.

If the $\frac{W}{C}$ falls between $2$ strength values, use the average of the $2$ values.

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