A contractor has been required to place $30,000$ yd$3$ of fill. The results of a proctor compaction

test on the borrow material reveal $,=109$ pcf and a $=14\%.$ At the borrow pit, the

soil has an average $=121$ pcf and a $=8\%.$ If the specifications require $95\%$ of $,$ and

at $+2\%,$ find how much soil is required to place the fill material $($ft$3).$ If the dump trucks

transporting it can carry $20$ tons, how many total trips will be required? How much water $($ft$3)$ will

be need to be added or subtracted from the fill? $(1$ yd$3=27$ ft$3$ and $1$ ton $=2000$ lb$).$