As part of a study of corrosion of rebar for reinforced concrete culvert applications, samples of concrete with imbedded steel were exposed for times exceeding 7200h to various waters of controlled pH (5.5 to 8.5) and electrical resistivity (300 to 5000 0 cm, using sodium chloride additions). The evolution of the deterioration of the rebar was monitored by periodic electrode potential, linear polarization, and AC impedance measurements. The measurements to date show corrosion initiated in environments with low electrical resistivity but not in those of high electrical resistivity, regardless of the pH. The results from the different corrosion testing techniques are compared and their applicability evaluated.

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