The AGC building’s parking garage approach ramps had experienced settlement. Repair of the ramps included demo of existing concrete slab and footings and replacement with pile supported grade beams.
McDowell NW Pile King was hired to install 55 each 6” sch 40 pipe pile driven to approximately 75’ each. The piles were driven using a Pile King pin pile machine to a design load of 15 ton each. Two each load tests were performed on production piles to ensure pile capacity had been met.