We have completed the SCS System compression testing regimen, at the Constructed Facilities Laboratory at North Carolina State University. This testing used simulated damaged timber piles, strengthened with GFRP jackets enhanced with carbon fiber hoops and our patented Continuity Connections and the annulus was filled with a marine grade epoxy grout. The results were phenomenal, achieving a 613% increase in axial capacity of the simulated damaged pile. This equates to an almo