A borrow pit’s soil is being used as earth fill at a construction project. The in-place dry density of the borrow pit soil is known to be 1,825 kg/m3. The job contract requires the soil at the construction site to be compacted to a dry density of 1,975 kg/m3. The project requires 12,000 m3of compacted soil fill. What volume of soil will the earthmoving contractor be required to obtain from the borrow pit to provide the necessary volume of compacted fill?
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