Canton Lake Dam Repairs
Owner: US Army Corp of Engineers
Due to water migration from the roadway surface above the beams, concrete had begun to spall due to the corrosion of the reinforcing steel. CSC patched/spalled locations & Epoxy Injected cracks. Once that was complete CSC applied FRP/Carbon material to the underside of the beam. Once material had cured a UV resistant coating was applied to aid in protecting the FRP material.