We constructed a deep foundation for a 2600-ton hydraulic press and tunnel for conveyed scarp materials. The foundation consisted of deep mass foundations, piers, single side formed CIP concrete walls. At grade we tied in the tunnel top to SOG along with a myriad of trenches with equipment embeds. This project was highly technical and precise with many moving pieces, our specialty.
Services: Concrete
Contractor: Marshall Design Build
Location: Opelika, AL
