In chlorides-free environment, carbonation-induced corrosion is the main form of degradation of reinforced concrete. When carbonation reaches the reinforcement, this become active and corrosion can occur. The end of the service life of the reinforced concrete structure depends on the corrosion propagation. In this paper the results of a research that aims to estimate the corrosion rate of reinforcement with different concrete cover by monitoring the electrical resistivity of concrete was reported. The experimental tests were carried out on carbonated reinforced concrete specimens exposed in a climatic chamber and outdoor, unsheltered from the rain. Within the specimens specific probes for measuring the electrical resistivity of concrete at ...