A paving operation is using a $200$ cy$/$hr batch plant to a concrete highway. $19\mathrm{.}7$ miles long, $24$ ft wide, and $9$ in$.$ thick. One longitudinal saw joint will be installed along the centerline of the pavement and transverse saw joints are required at $15$ ft on centers. Water will be transported to the job for the concrete batch plant by water trucks, each with a $2,500$ gal capacity. Preliminary esti mates of production rates have been determined as:

Concrete batch plant $=200$ cy$/$hr

Water needed by batch plant $=39$ gal$/$cy

Transporting water$=0\mathrm{.}75$ hr$/$rip

Saw cutting joints $=250$ lin f$/$hr

For this project determine the number of water trucks and the number of saw cutting crews to ensure a continuous paving operation. What production rate, in square yards per day, is necessary for the slip$-$form paver?