In a shrinkage limit test, the volume and mass of a dry soil pat are found to be $50 \mathrm{~cm}^{3}$ and $88 \mathrm{~g},$ respectively. The specific gravity of the soil solids is 2.71 and the density of water is $1 \mathrm{~g} / \mathrm{cc}$. The shrinkage limit (in $\%,$ up to two decimal places) is
In a shrinkage limit test, the volume and mass of a dry soil pat are found to be $50 \mathrm{~cm}^{3}$ and $88 \mathrm{~g},$ respectively. The specific gravity of the soil solids is 2.71 and the density of water is $1 \mathrm{~g} / \mathrm{cc}$. The shrinkage limit (in $\%,$ up to two decimal places) is