Problem $2$

Using the boring log shown below determine the ultimate bearing capacity of a square footing having a width and length of $5$ feet. Standard Penetration Tests were conducted at $5$ foot intervals. The depth of footing will be $4$ feet below the ground surface.

Project Name:

Rye Hall

Location:

Birmingham, Alabama

Boring No$.$:

$3-2$

Date:

January $4,2024$

Surface Elev.:

$357f{t}_{?}$

$\backslash$table$[[\backslash$table$[[$Depth$],[(ft)$