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Seawalls

Concrete Cap and Wall Repair

Spalling concrete is not a surface problem. It is corroding steel breaking the wall apart from the inside, and it only goes one direction.

The cap is the most visible part of a seawall and the part owners judge the wall by. It is also doing real structural work: tying the tops of the piles together so the wall acts as one structure, anchoring tieback connections, and giving you the finished edge you walk on.

When a cap deteriorates, people see a cosmetic problem. It is not a cosmetic problem.

What is actually happening

Concrete in a marine environment fails through a specific and well-understood mechanism.

  1. Chlorides from salt and brackish water penetrate the concrete over time.
  2. They reach the embedded reinforcing steel and break down the passive layer protecting it.
  3. The steel corrodes. Corrosion products occupy several times the volume of the original metal.
  4. That expansion creates tensile stress inside the concrete — which concrete is poor at resisting.
  5. The concrete cracks, then breaks away in flakes and chunks. That is spalling.
  6. With the cover gone, chlorides and oxygen reach the steel directly and the process accelerates.

The flaking is the symptom. The corrosion is the disease. This matters because it explains why painting or patching over the surface makes things worse: it traps the process and hides it.

Corroded steel sheet pile seawall at the waterline, shown alongside a cross-section of a protective coating system and the equipment used to apply it
The same mechanism on steel: corroded sheet pile at the waterline, the coating system that protects it, and the equipment used to apply it.

What to look for

Rust staining — brown or orange streaks bleeding out of the concrete. The steel is already corroding; the concrete has not broken yet. This is the best time to act.

Hairline cracking in a regular pattern — cracks running parallel to the line of reinforcement below are a sign that expansion has started.

Hollow sound when tapped — a section that sounds hollow is already debonded underneath even though the surface looks intact. This is how you find the true extent, and it is almost always larger than the visibly damaged area.

Visible spalling and exposed steel — advanced. Repairable, but the window for the cheap version has closed.

A gap between cap and wall — the cap has separated from the piles. Structurally it is now a kerb.

Cracks that have opened to full depth — the cap is no longer continuous and is not distributing load along the wall.

How we repair it

Sound the whole cap. Tap it to map the debonded area, because the repair has to extend into sound concrete and the real boundary is not where the damage is visible.

Remove unsound concrete. Back to clean, sound material, and far enough behind the reinforcement to get fully around it. Leaving contaminated concrete against corroding steel means repairing the same spot again.

Treat the reinforcement. Clean the steel, assess whether it has lost enough section to need supplementing, and apply the appropriate protective treatment before anything is placed over it.

Rebuild with a bonded repair mortar or concrete specified for marine repair — the bond between repair and substrate is the part that determines whether it lasts.

Address the cause where we can. If the cap is saturated because drainage behind the wall is not working, the same thing happens again. This is why cap repair and void filling and soil stabilization often appear on the same estimate.

Full cap replacement

Where the damage has gone too far — reinforcement that has lost section along the length, a cap that has lost its connection to the piles, or so much unsound material that a repair becomes a rebuild — we remove the cap and pour a new one.

That means forming, reinforcing with adequate cover for a marine environment, re-establishing tieback connections, and tying into the adjacent structure. It is a bigger job than a repair and it resets the clock rather than extending it.

Beyond the cap

The same chloride mechanism attacks concrete panels and piles. Panel face repair uses the same approach. Pile deterioration is addressed through pile jacketing and restoration, which encases the deteriorated section and restores capacity without replacing the pile.

Do not wait for it to look worse

The economics here are unusually clear: repairing while the steel still has its section costs a fraction of replacing a cap after it has lost it, and the process only accelerates.

Call (904) 327-3931 or send photos of the cap — close-ups of any staining or cracking tell us a lot before we arrive.

Frequently asked questions

What causes concrete spalling on a seawall?
Almost always chloride-induced corrosion of the embedded reinforcement. Chlorides from salt and brackish water penetrate the concrete and reach the steel. The steel corrodes, and corrosion products occupy several times the volume of the original metal. That expansion generates tensile stress inside the concrete, which breaks it away from the surface. The flaking you see is the symptom; the corrosion is the disease.
Can a cracked seawall cap just be patched?
It depends on whether the reinforcement is still sound and whether the cap is still structurally connected to the piles. Patching over actively corroding steel traps the problem and it continues underneath — the patch then fails and takes more concrete with it. A proper repair removes the unsound concrete back to clean material, addresses the exposed steel, and rebuilds with a bonded repair material.
When does a cap need replacing instead of repairing?
When the reinforcement has lost significant section along the length, when the cap has separated from the piles so it is no longer transferring load, or when so much of it is unsound that you are rebuilding most of it anyway. At that point a new cap costs less than a patchwork of repairs that will not match or last.
How urgent is spalling?
More urgent than it looks, because the process accelerates. Once the concrete cover is broken, chlorides and oxygen reach the steel directly and corrosion speeds up. Early repair while the steel still has its section is dramatically cheaper than a replacement cap.

Last reviewed October 2026 by Barefoot Marine Construction. Permit requirements and agency rules change — confirm current requirements with the reviewing agency before you plan work.

What customers say about this work

Unedited reviews from our Google Business Profile, where all 22 can be read in full.

Read them on Google
  • I was in need of a seawall in my backyard to stop the erosion into the retention pond. I did my research before hiring a company, and I am so happy that I selected Rick Powell and his team at Barefoot Marine. They kept me informed at each phase, and at the end, I was 100% satisfied with the quality of work, as well as the value delivered. My backyard is now the envy of the neighborhood. I highly recommend Rick and his team.

    Positive: Responsiveness, Quality, Professionalism, Value

    Andrew Bonderud

    3 years ago Google review

  • The owner came out personally to address our concerns after speaking on the phone for an erosion issue. He dropped everything to inspect our property and promptly submitted his report. We selected his proposal and have never regretted it. Our bulkhead retaining wall is beautiful and strong and is completely protecting our pool and house. Love these guys!

    Robert Lunsford

    5 years ago Google review

  • Sent an email for a quote to 4 different companies that repair / replace sea walls. Rick emailed me back in under an hour and saw him the next day. He gave me spectacular information on my sea wall and its construction warning signs. It was a pleasure to speak to him and get his professional experience and perspective.

    Steven Mackenzie

    3 weeks ago Google review

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Certified General Contractor #1533461 · Workers' Comp + USL&H Insured · Serving Northeast Florida since 2009