Half-Cell Potential Mapping
Electrochemical Corrosion Probability Assessment in Reinforced Concrete
Half-cell potential mapping is the standard electrochemical technique for assessing the probability of active reinforcement corrosion in concrete structures. TRSC uses this technique to determine where corrosion is actively occurring, where it is not, and where conditions are transitioning toward corrosion onset, information that directly informs the urgency and extent of remediation intervention.
The technique measures the electrical potential difference between embedded steel reinforcement and a reference electrode (copper/copper sulfate half-cell) placed on the concrete surface. More negative potential readings indicate a higher probability that the reinforcement at that location is actively corroding. ASTM C876 provides the standard interpretation criteria: potentials more negative than -350mV indicate a greater than 90% probability of active corrosion; potentials less negative than -200mV indicate a greater than 90% probability that corrosion is not occurring. The zone between these thresholds is classified as uncertain.
Half-cell potential mapping is performed on a systematic grid across the structure, producing a contour map that visualises the spatial distribution of corrosion probability. These maps are critical for proportionate remediation design, they show exactly where intervention is needed, where it is not, and where monitoring is the appropriate response. Without this data, remediation scope is typically based on visual damage plus a conservative margin, which frequently overestimates the extent of active corrosion.
At 12 Creek Street, half-cell potential mapping across the concrete facade demonstrated that corrosion activity was localised to specific zones rather than widespread, a finding that significantly reduced the scope and cost of the remediation programme. This is a typical outcome: half-cell mapping consistently demonstrates that the spatial extent of active corrosion is less than visual assessment alone would suggest.
Speak with an RPEQ-qualified structural engineer about deploying this technology on your asset.
Applications
Corrosion Probability Assessment
Systematic mapping of reinforcement corrosion probability across structural elements to distinguish between actively corroding zones and passive zones.
Remediation Scope Definition
Delineating the actual extent of corrosion activity to define proportionate remediation boundaries, avoiding both under-treatment of active zones and unnecessary treatment of passive zones.
Condition Monitoring
Periodic half-cell surveys to track changes in corrosion state over time, detecting transition from passive to active corrosion before visible damage occurs.
Post-Repair Verification
Verifying that remediation has re-established passive conditions in treated zones and that corrosion activity has not migrated to adjacent areas.
Chloride Exposure Correlation
Correlating half-cell potential data with chloride profiling results to build a picture of durability condition and corrosion risk across the structure.
Marine Infrastructure Assessment
Systematic corrosion assessment of reinforced concrete in marine and coastal environments where chloride-induced corrosion is the primary degradation mechanism.
Frequently Asked Questions
What does half-cell potential actually measure?
Half-cell potential measures the electrochemical potential difference between the embedded steel reinforcement and a reference electrode on the concrete surface. This potential reflects the thermodynamic tendency of the steel to corrode in its current environment. It does not directly measure the rate of corrosion, only the probability that corrosion is thermodynamically favourable at that location.
Can half-cell potential be used on all concrete structures?
Half-cell potential requires electrical continuity with the embedded reinforcement, typically achieved by making a direct connection to exposed reinforcement at one point. The concrete must be sufficiently moist for ionic conductivity between the reinforcement and the surface. Very dry concrete, coated reinforcement, or electrically isolated elements may require modified techniques. TRSC assesses suitability during investigation planning.
How does half-cell potential relate to chloride testing?
Half-cell potential indicates current corrosion state; chloride profiling indicates the cause and progression of the corrosion risk. Together, they provide a complete durability picture: chloride profiles show how much chloride has reached the reinforcement and at what rate, while half-cell potentials show whether that chloride has triggered active corrosion. TRSC routinely combines both techniques for reinforced concrete durability assessment.
Can half-cell potential quantify corrosion rate?
No. Half-cell potential indicates corrosion probability, not corrosion rate. Corrosion rate measurement requires different techniques, typically linear polarisation resistance (LPR) or galvanostatic pulse methods. However, for structural investigation purposes, the corrosion probability map provided by half-cell potential is usually sufficient to inform intervention decisions. TRSC uses corrosion rate measurement where the client specifically needs time-to-damage predictions.
Deploy HCP on your asset
Every investigation begins with a direct conversation with an RPEQ-qualified structural engineer. No sales intermediary, contact TRSC to discuss whether half-cell potential mapping is appropriate for your structural question.
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