$.6$ The borrow material to construct an embankment has a dry unit weight of $85\mathrm{.}0$

pef and a water content of $6\%.$ The specific gravity of the solids is $2\mathrm{.}64.$ The

contract specifications require that the soil be placed in the fill at a ${}_d$ of $113$

pcf and a water content of $6\%.$ How many cubic yards of borrow are required

to construct an embankment having a $60,000$ cy net volume? bcy$)$