$\backslash$table$[[$DESIGN CRITERIA$],[$Non$-$Air Entrained,Maximum Aggregate Size $\frac{11}{2}$ inches,einforce$],[$Moderate Exposure,Slab on grade $-$ desired slump $3$ to $4$ inches,Design Strenght$-2000$ psi$],[$AGGREGATE DATA$],[$Aggregate$,$Specific Gravity,Fineness Modulus,Bulk Unit Weight $($lbs$/$cf$),\%$ Absorbed,$\%$ Free$],[$Coarse$,2\mathrm{.}65,5\mathrm{.}8,95,\mathrm{.}4,0],[$Fine$,2\mathrm{.}70,2\mathrm{.}4,106,\mathrm{.}1,1]]$

Section II $--$ Design Mixture $($ACI $-211\mathrm{.}1-91)$ for one Cubic Yard $($CY$)$

Step $7.$ Fine Aggregate $($FA$)$ Content $($Weight$)$ Determined by Absolute Volume Basis

$\backslash$table$[[$a$.$ Solid Volume Water,$=,$Weight,lbs$,=,,CF$