Cement : Type $1,$ specific gravity $=3\mathrm{.}16$

Coarse Aggregate: Bulk specitic gravity $($SSD$)=2\mathrm{.}65$; absorption copacity $=2010$; dry roolded unit weight $=98l\frac{b}{s}{r}^3$ : molstare content $=5010$

Max aggregate size ovailability: $\frac{1}{2}in.\frac{3}{4}$ in$,1$ in or $1\mathrm{.}5$ in

Fine aggregate: Buk Specific Gravity $($ssp$)=2\mathrm{.}7$; absocption capacity $=4010$;

Fineness modulus $=2\mathrm{.}50$: moisture content $=6\%$

use slump $3$ to $4$ inches