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BETTESWORTHConstruction

Preventing Corrosion in Coastal Shipyard Steel: A Practical Plan

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To prevent corrosion in steel structures at coastal shipyards, match the protection system to each area’s exposure: atmospheric steel, splash and intertidal steel, and continuously submerged or buried steel do not face the same conditions. Protective coatings are central, while cathodic protection can complement coatings on suitable submerged or buried steel. The system works only when surface preparation, application, inspection, and repair are planned together.

Why does coastal steel need different protection in different areas?

Saltwater exposure is not uniform across a shipyard structure. A steel member above the splash zone is exposed to marine atmosphere; a member in the splash or intertidal zone is repeatedly wetted and exposed; and a submerged member remains in seawater. These are distinct service conditions, so a coating or protection detail suitable for one part of a structure should not automatically be specified for another.

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The U.S. Department of Defense’s waterfront facilities guidance identifies protective coatings and cathodic protection as the primary preventive measures for steel. It discusses protection by exposure area, including submerged, splash/intertidal, and above-splash steel. For offshore and related carbon-steel structures, ISO 12944-9:2018 specifies performance requirements and laboratory test methods for paint systems exposed to marine atmosphere or sea/brackish-water immersion.

Exposure area Protection approach What to account for
Above splash zone: marine atmosphere Specify a protective coating system suitable for the atmospheric exposure. Surface condition, contaminants, required surface profile, access for application, and the inspection and maintenance plan.
Splash and intertidal zone Specify a system for the repeated wetting and exposure in that zone; do not assume an above-splash system is suitable. Actual wetting and drying conditions, preparation and application constraints, and how the area can be inspected and repaired.
Continuously submerged steel Use a coating system suitable for immersion; consider cathodic protection where the design and specification call for it. Compatibility between coating and cathodic protection, the submerged structure’s design, and access for inspection and maintenance.
Buried steel Consider cathodic protection where appropriate to the design and specification; use protection suited to the actual buried exposure. Site conditions and the engineered protection design. The cited waterfront guidance limits cathodic protection to submerged or buried structures.

Think of the table as a way to divide a structure into practical specification areas, not as a ranking of products. A single pier, bulkhead, or support may pass through more than one exposure zone. In that case, the project specification needs to account for the transitions as well as the dominant exposure, and each area needs a system documented as suitable for its own conditions. The available guidance does not establish that one coating chemistry is the best option for all zones.

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This is a decision framework, not a substitute for a project specification. A site assessment is needed to classify the actual exposure, select the system, set acceptance criteria, and determine inspection arrangements. The available guidance does not establish one coating chemistry or one cathodic-protection design as best for every coastal facility.

Which standards apply to a coastal shipyard structure?

Use standards that fit the structure and the work. ISO 12944-9:2018 addresses paint-system performance for offshore and related carbon-steel structures in marine-atmosphere and sea/brackish-water immersion exposure. ISO’s page states that the 2018 edition was reviewed and confirmed as current in 2025. It addresses new work and certain repairs or full refurbishment; it does not generally address maintenance methods that use surface preparation other than abrasive blast-cleaning.

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That scope matters when planning work on an existing structure. A team should not cite the standard as though it settles every maintenance technique, every exposure category, or every site-specific acceptance criterion. Where the work is a repair or maintenance method outside its stated coverage, establish the applicable requirements in the project specification and coating documentation instead of assuming the standard answers them.

Ship-specific coating requirements need careful scoping. IMO Resolution MSC.215(82) is a performance standard for protective coatings on specified seawater ballast tank structures on ships. Its target useful coating life is 15 years, but that is not a guarantee and is not a general service-life promise for quay steel, shipyard structures, or every coastal facility. The IMO notes that actual useful life varies with service conditions and other variables.

Similarly, ship rules or class guidance do not automatically govern every shore-side structure. Establish which project standards, owner requirements, regulatory obligations, and classification requirements apply before specifying work. For applicable shipboard work, follow the relevant IMO and class requirements. For a shore-side structure, do not treat a ship-specific rule as binding merely because the work is at a shipyard.

How should the coating system be selected?

Start with the structure and its service conditions, not a generic “marine paint” label. The system specification should identify the exposure zone, whether the work is new construction, local repair, maintenance, or refurbishment, and the applicable project standard. It should also account for whether cathodic protection will be used on submerged or buried steel.

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  1. Map the steel by exposure. Identify which surfaces are atmospheric, splash/intertidal, submerged, or buried. A structure may include more than one zone, so assign protection at the level needed for the different exposures.
  2. Record the condition and scope. Distinguish new steel from intact coating, localized coating failure, and work that requires broader refurbishment. The condition affects preparation and repair scope; do not specify a local touch-up where the required work is full refurbishment.
  3. Choose a system supported for that exposure. Use the applicable project specification and the coating manufacturer’s technical documentation. ISO 12944-9 is relevant to its stated marine exposure scope, but it does not determine every site’s coating choice.
  4. Check compatibility. If coating and cathodic protection are both specified for submerged steel, confirm that their combination is suitable for the design. Cathodic protection is complementary, not a universal replacement for coatings, and it is not proposed by the cited waterfront guidance for ordinary atmospheric steel.
  5. Plan execution and upkeep before application. Confirm preparation requirements, application constraints, inspection responsibilities, required records, repair materials, and how the completed system will be maintained.

These choices involve several practical comparisons. New steel can be specified and prepared as part of a planned coating job; an intact coating calls for condition assessment and maintenance planning; a localized failure may be suitable for a spot repair; and widespread failure may require broader refurbishment. Likewise, accessible surfaces are not the same execution challenge as areas where preparation, application, or later inspection is constrained. The specification should resolve those differences rather than assume the same work method suits every member.

For a submerged area, coating alone and coating combined with cathodic protection are not interchangeable decisions that can be made from a product label. The project needs a design and specification that define whether cathodic protection is appropriate and, if it is used, how the coating system is compatible with it. The cited guidance supports cathodic protection for submerged or buried structures, but does not provide a universal anode design or enough site information to select components for a particular facility.

A marine epoxy protective coating is a product category, not a complete specification. A product’s suitability depends on the project requirements and manufacturer documentation; the available guidance does not identify a universal product, brand, or coating chemistry for all zones.

Why is surface preparation part of corrosion prevention?

A coating cannot perform as intended if the steel surface is not prepared to the system’s requirements. Oil, dirt, rust, scale, and soluble salts can interfere with adhesion or undermine the coating. Preparation must remove contaminants, achieve the specified profile, and address soluble salts—not just make the steel look clean.

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The American Bureau of Shipping guidance on marine coating application and inspection warns that salts trapped in pits, cracks, or beneath old coating can cause blistering or detachment. That makes cleaning and assessment especially important when old coating is being removed or damaged areas are being prepared for repair. A surface that appears clean at a glance may still need assessment for contamination and the specified profile before coating begins.

Use the acceptance criteria specified for the project and coating system. ABS reports a soluble-salt limit of 50 mg/m² in the context of the specified IMO Performance Standard for Protective Coatings (PSPC) application. That figure is not a universal limit for every coating job or every coastal structure. Do not substitute it for project criteria where a different standard or manufacturer requirement applies.

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Preparation also has to suit the scope. ISO 12944-9 generally does not address maintenance methods using preparation other than abrasive blast-cleaning. Where a maintenance or repair method differs, the responsible parties should establish the applicable preparation requirements rather than assume that the standard covers it.

Before specifying preparation, align the cleanliness, profile, and salt criteria with the chosen system and the work method. The relevant target is not simply “clean steel,” but steel prepared to the stated acceptance requirements for that particular job. If the criteria are unclear, resolve them before application; otherwise the team has no agreed basis for deciding whether preparation is acceptable or whether additional cleaning is needed.

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How should coating application and inspection be controlled?

Coating selection alone does not determine performance. The coating type, steel preparation, application, inspection, and maintenance all matter. The ClassNK guidance for the survey and construction of steel ships makes this dependency explicit. For applicable ship work, agree inspection arrangements among the owner, shipyard, and coating manufacturer, and maintain the required coating records.

Before work begins, make responsibilities and records clear:

  • Specification: Record the selected coating system, the exposure area it is intended for, and the applicable project standard.
  • Preparation: Set the required cleanliness, profile, and soluble-salt acceptance criteria. Address pits, cracks, and areas beneath failed coating where salts may be trapped.
  • Application: Follow the coating manufacturer’s technical data and the project requirements. Account for access, weather, and process constraints that could affect the work.
  • Inspection: Agree who will inspect the preparation and application, what records are required, and how findings will be documented. For shipboard work, follow applicable IMO and class requirements.
  • Maintenance: Keep the specification and required inspection, maintenance, and repair information with the applicable coating records so later work can be planned against the system already in place.

Inspection arrangements are most useful when agreed before coating starts, rather than left until a defect is found. The responsible parties can clarify what stages will be inspected, which acceptance criteria will be used, who documents the results, and what records must be retained. This gives later maintenance work a traceable starting point: the system that was specified, how it was prepared and applied, and what inspections or repairs were recorded.

Application planning should also reflect real site constraints. Access, weather, and process limitations can affect whether the specified preparation and coating application can be carried out as intended. The project team should identify those constraints early and resolve how the work will meet the specification; the guidance does not support assuming one application method or set of conditions works for every shipyard structure.

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The IMO’s goal-based standards guidance says to “confirm that the coatings are properly selected and applied to protect the structure throughout the target useful life of the coating.” That target is a planning objective, not a promise that a coating will last unchanged. Service conditions and maintenance affect actual useful life.

How should damaged or aging coating be repaired?

Repair localized coating damage before exposed steel becomes a larger problem. The waterfront guidance describes spot cleaning and local repair: prepare the exposed steel, feather the edges of sound surrounding coating, and apply compatible repair coats.

  1. Identify the defect and its extent. Determine whether the problem is localized damage or evidence that the coating system has failed more broadly. A local repair is not a substitute for refurbishment if the scope requires more extensive work.
  2. Prepare the damaged area. Remove failed coating and corrosion from the repair area as required by the project specification. Clean contaminants, including soluble salts, and meet the specified surface profile and cleanliness criteria.
  3. Feather sound coating edges. Prepare the edges of coating that remains sound so the repair can tie into the existing system.
  4. Apply compatible repair coats. Use repair materials compatible with the existing coating and the project requirements. Follow the manufacturer’s documentation and specified application process.
  5. Inspect and record the repair. Document the area, preparation, repair system, and inspection as required by the applicable coating records.

The choice between a spot repair and broader refurbishment depends on the extent and condition of the coating, not just the convenience of touching up visible damage. If the system is still sound around a localized defect, local preparation and compatible repair coats may be appropriate under the project requirements. If failures are widespread or the original system is unknown, the team needs to establish the proper scope and compatibility before applying new material.

Compatibility matters: a repair coating should be suitable for the existing system, and submerged steel protected by cathodic protection requires consideration of coating/CP compatibility. If the original system is unknown or the observed failure is widespread, establish the appropriate repair or refurbishment scope before coating over it.

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What is a practical prevention checklist?

  • Map each steel surface to its actual exposure: atmospheric, splash/intertidal, submerged, or buried.
  • Identify whether the work is new construction, maintenance, localized repair, or full refurbishment.
  • Select a coating system supported for the exposure and specified project scope.
  • Consider cathodic protection only where appropriate to submerged or buried steel and the design; check compatibility if coatings and cathodic protection will be combined.
  • Set project-specific requirements for cleanliness, surface profile, soluble salts, application, and inspection.
  • Remove contaminants and address salt trapped in pits, cracks, or beneath old coating; do not apply a universal salt threshold where the project has its own criteria.
  • Agree inspection responsibilities and retain the coating specification and required maintenance and repair records.
  • Inspect the coating condition and repair localized defects with compatible materials before damage spreads.
  • Apply ship-specific IMO or class requirements only to work within their scope; do not assume they apply to every shore-side facility.

These steps are a planning framework, not an engineered design. The available guidance cannot determine a particular shipyard structure’s exposure category, coating system, cathodic-protection design, acceptance criteria, or inspection interval. Those decisions require the project specification and an assessment of the actual structure and conditions.

Frequently Asked Questions

Does ISO 12944-9 apply to every steel structure beside the sea?

No. Its stated scope is protective paint systems for offshore and related carbon-steel structures exposed to marine atmosphere or sea/brackish-water immersion. A project team should confirm that the structure and work fit the standard’s scope before using it as the governing specification.

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How often should coastal steel coatings be inspected?

The cited guidance does not establish one inspection interval for every shipyard structure. Set an interval through the applicable project requirements and maintenance plan, taking account of the exposure, structure, coating condition, and access.

Is the IMO 15-year coating life a warranty?

No. It is a target useful life in a performance standard for specified seawater ballast tank structures on ships, not a warranty or a universal life expectancy. Actual useful life varies with service conditions and other factors.

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Can a shipyard use the 50 mg/m² salt figure for every coating job?

No. ABS reports that value in the context of the soluble-salt limit for the specified IMO PSPC application. Other work should follow its project and coating-system acceptance criteria rather than borrowing the figure as a universal threshold.

Should cathodic protection replace a coating on submerged steel?

The waterfront guidance identifies coatings and cathodic protection as preventive measures and describes them together for submerged steel. Cathodic protection is design-dependent and is not a blanket substitute for the specified coating system; confirm the design and compatibility requirements for the structure.

The Bottom Line

Corrosion prevention at a coastal shipyard starts with dividing the structure by actual exposure and specifying protection for each zone. Prepare and inspect the steel to project criteria, document the coating work, and repair localized damage with compatible materials. Use cathodic protection only where the design calls for it on submerged or buried steel, and apply ship-specific requirements only within their scope.

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