Determine the batch quantities for a concrete mix design that is to have a $28-$day compressive strength of $2500$ psi using rounded

aggregate from a No$.4$ sieve opening to $1$ in$.$ in size and a medium$-$fine aggregate with a fineness modulus of $2\mathrm{.}65.$ A slump of $3$ in$.$

is desirable. The following descriptions apply to the coarse and fine aggregates.

Coarse Aggregate

Size, No$.4$ to $1$ in$.,$ rounded

Absorption $(\%)=0\mathrm{.}1$

SG $($bulk dry$)=2\mathrm{.}7$

SG $($bulk saturated surface dry$)=2\mathrm{.}74$

Dry$-$rodded unit weight $($lb$/$ft$3)=101\mathrm{.}5$

Fine Aggregate

Fineness modulus $=2\mathrm{.}65$

Absorption $(\%)=0\mathrm{.}8$

SG $($bulk dry$)=2\mathrm{.}4$

SG $($bulk saturated surface dry$)=2\mathrm{.}45$