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 was 1286 grams and the cutter full of soil had a mass of 3195 grams, the volume of the cutter being 1000 cm3. Calculate the degree of saturation (in percent, up to two decimal places) of the embankment. (Take G = 2.7)

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