The detection of on-going corrosion is one of the main issues during inspection of reinforced concrete structures.
The half-cell potential measurement method is the most common and established non-destructive technique to
support this task. But a lot of infrastructures are exposed to rain or seawater which can cause heterogeneous
moisture condition within one component. In turn this can have influence on the potential mapping results and as
a consequence the interpretability of the half-cell potential measurement is impaired. This paper focuses on the
influence of concrete moisture condition on half-cell potential measurement. Laboratory and practical tests
results are analyzed qualitatively with varying moisture condition due to natural exposure and as well with
different pre-wetting conditions. On the basis of these results recommendations are made how to evaluate halfcell
potential mapping results. If large structures are inspected by half-cell potential measurements it is
advantageous to compare only these parts which are in a comparable moisture condition by subdivision of the
structure.
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