Problem $2)$:

A soil weighs $2500l\frac{b}{c}u$ yd $(1483\frac{kg}{m^3})$ loose, $3100l\frac{b}{c}u$ yd $(1839\frac{kg}{m^3})$ in its natural state, and $3650l\frac{b}{c}u$ yd $(2106\frac{kg}{m^3})$ compacted. Find this soil's load factor and shrinkage factor.