A 12 in. square presuressed concrete pele is driven $30 \mathrm{ft}$. Under the last blow of a ICE diesel Model 520 hammer, the pile penetrates 0.25 in.
(a) Using the Danish pile-Ariving formula, what safe design load is indicated? Is this size hammer proper for this type and length pile?
(b) What design load is inflicated when using the Gates formula?