A heavy machine is to be provided with a temporary concrete pad foundation that needs to have a length twice the width. The foundation will be installed close to the ground surface on a clay soil; undrained shear tests indicate that the colesion is 2,500 psf. The soil rigidity index is 75. The machine weighs $1,200 \mathrm{kips}$. To have a factor of safety of 3, what size foundation should be constructed?