The In-situ density of an embankment compacted at a water content of 12% was determined with the help of a core cutter. The empty mass of the cutter is 1286 gm. The mass of the cutter full of the soil is 3195 gm. The volume of the cutter is 1000 cm³. Determine the Bulk Density, dry density and degree of saturation of the embamkment. (G of soil= 2.7) If the embankment is fully saturated during rain, what would be its water content and saturated unit weight. Assume no volume changes on saturation.