We were called to inspect seawall in Hollywood. Inspection revealed cracks, erosion, and a weak cap. We added 18’’ in height with composite rebar doweled into existing cap form and filled it with 5500 PSI concrete. We matched the retaining wall cap on both sides of the property and repaired all cracks. We drove aluminum sheet piling in front of the wall and tied the new cap on top of the old one. Jet filter systems were installed at the mid tide level to ensure proper release of hydraulic pressure.