Corrosion Surveys and Half-Cell Potential Mapping
Corrosion Assessment
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Half-cell potential mapping, carbonation testing and chloride profiling to assess reinforcement corrosion risk in concrete structures. Compliant with ASTM C876. Used for car parks, bridges, marine structures and any reinforced concrete showing signs of deterioration.
Half-Cell Potential Mapping
Half-cell potential mapping measures the electrochemical potential of the reinforcement through the concrete surface. Areas of active corrosion produce characteristic negative potentials that are clearly distinguishable from passive steel. We map the potential across the entire survey area to produce a corrosion risk plan showing zones of high, medium and low corrosion activity — giving engineers the data needed to prioritise repairs and plan remediation.
Carbonation and Chloride Testing
Carbonation reduces the alkalinity of concrete, removing the passive protection that normally prevents reinforcement corrosion. Chlorides — from de-icing salts, marine exposure or contaminated aggregates — accelerate corrosion once they reach the reinforcement. We carry out phenolphthalein carbonation depth testing and chloride profiling on core samples to establish the cause of corrosion and assess the remaining service life of the structure.
What we cover
- Half-cell potential mapping
- Carbonation depth testing
- Chloride profiling
- ASTM C876 compliance
- Car park & bridge surveys
- Corrosion risk reports
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Frequently asked questions
- What is half-cell potential mapping?
- Half-cell potential mapping measures the electrochemical potential of steel reinforcement through the concrete surface using a reference electrode (half-cell). The readings indicate the probability of active corrosion at each measurement point. The results are plotted as a contour map showing zones of high, medium and low corrosion risk across the survey area.
- What causes reinforcement corrosion in concrete?
- The two main causes are carbonation and chloride ingress. Carbonation is a natural process where CO₂ from the atmosphere reacts with the cement paste, reducing its alkalinity and removing the passive protection of the reinforcement. Chlorides — from de-icing salts, marine spray or contaminated materials — accelerate corrosion once they reach the steel. Both processes are progressive and worsen over time without intervention.
- Which structures most commonly need corrosion surveys?
- Multi-storey car parks are the most common subject — they are exposed to de-icing salts from vehicles and often show early signs of corrosion within 20–30 years. Bridges, coastal structures, marine infrastructure and any reinforced concrete structure over 30 years old in an aggressive environment are also common candidates. We also carry out surveys on residential and commercial buildings where spalling or staining suggests active corrosion.
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Structural NDT specialists since 2003
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