The structure consists of prestressed concrete panels grouted into H-shaped pilaster. The pilaster foundations sit in bay soils and at low tide the wall and surrounding beach are exposed, but at high tide, the lower portion of the wall and the beach are submerged.
SGH conducted a condition assessment of the precast concrete seawall and opined on the causes of cracking and spalling. For this project, we:
Performed a visual survey of the site and tidal conditions
Performed in-house petrographic analyses of grout and concrete
Reviewed the design and conducted an independent structural analysis
SGH provided a written report summarizing the causes of cracking and spalling, provided expert testimony at mediation, and contributed to a successful settlement.