Construction methods · Driven piles

Corrosion protection of steel piles

Steel in the sea loses 0.1-0.3 mm a year in the splash and tidal zones, more with chlorides and pollution. Piles are protected by extra thickness, coatings, concrete jackets and cathodic protection so the bridge outlives its design life.

How bridges get built · Driven piles · Corrosion protection of steel piles

Also called: sacrificial thickness, cathodic protection, pile coatings, concrete jackets

How it is done

  1. Define the exposure zones along each pile (atmospheric, splash, tidal, low-water, immersed, buried) and the design life; take corrosion rates from EN 1993-5 or the local port standard, with site data where available.
  2. Allow a sacrificial thickness: in temperate seawater about 3.5 mm per 100 years where permanently immersed or intertidal and about 7.5 mm in the splash and low-water zone; warm, polluted or Gulf waters need more, or coatings plus cathodic protection instead.
  3. Shop-apply coatings (glass-flake epoxy, polyurethane or polyethylene) to the splash and tidal zones and well below the scour line after blast cleaning; test thickness and holidays.
  4. Protect the coating in handling and driving (padded slings, guides that do not scrape), and repair damage above water after driving.
  5. Install cathodic protection for the immersed and buried zones: aluminium-alloy sacrificial anodes welded or clamped to the piles, or an impressed-current system for large structures, with electrical continuity between piles.
  6. In the splash zone add concrete jackets or petrolatum-tape and HDPE wraps, or fill the upper pile with reinforced concrete so the steel shell is not relied on there.
  7. Survey after installation and at intervals: CP potentials, anode condition and coating state.

Key numbers

Where it fits

  • All steel piles in seawater, brackish estuaries and contaminated ground.

Where it does not

  • Trusting a coating damaged in driving; the splash zone is where piles fail first.

Choosing it

Plant, pace and money

PlantCoating facility, anode installation by divers, CP monitoring.
ProductivityAdds days per pier.
Cost5-15 % of the pile cost; the game's marine-grade durability option covers this.

Risks and controls

What goes wrong

  • Coating damage during driving, anode depletion, stray currents.

Quality assurance

Coating thickness and holiday tests, CP potential surveys after installation.

Origins

Humphry Davy demonstrated cathodic protection in 1824 with zinc and iron fixed to the copper sheathing of Royal Navy ships; sacrificial-anode protection of steel marine piling became routine after the Second World War, and accelerated low-water corrosion of steel piling was recognised in UK ports in the 1980s and 1990s.

Examples

Gulf sea bridges specify cathodic protection on all piles; Japanese ports wrap the tidal zone.

Case studies

Duluth-Superior Harbor, Lake SuperiorUSA · 1998 onwardDivers found steel sheet piling in this freshwater harbor corroding far faster than expected, with localised holes near the waterline; it became the reference case of accelerated freshwater corrosion, linked to microbial activity.
Haneda Airport D-Runway, TokyoJapan · 2010The pile-supported jacket section was designed for a 100-year life with titanium-clad steel protecting the splash zone and cathodic protection below.

Related methods

Further reading

ISO 12944 · NACE SP0176 · AASHTO LRFD 10.7.5 · EN 1993-5 Piling (Section 4, durability) · DNV-RP-B401 Cathodic protection design