The field mix proportions using the data below:

Concrete is used for pavement$-$mild exposure

Specified compressive strength of concrete $=3,000$

Cement: Type I, no air$-$entrained mixture

Nominal maximum size of coarse aggregate $=1\mathrm{.}0$ in$.$

$\backslash$table$[[$Items measured,Values$],[$SG of CA$,2\mathrm{.}65],[$MC of CA$,2\mathrm{.}1\%$