Impressed current cathodic protection (CP) has been shown to provide an eff
ective means of restraining corrosion associated with the presence of chlor
ide ions in reinforced concrete structures. Advances in extended anode syst
ems and monitoring methods, together with improved understanding of how to
minimize the risks of adverse side effects, have led to widespread acceptan
ce of the approach for treating such problems. Interesting developments in
recent years have included the use of very low current density CP for preve
nting the initiation of corrosion in new structures (cathodic prevention) a
nd intermittent or temporary forms of CP for restoring the passivating char
acter of contaminated cover concrete. Progress is also being made in the ap
plication of sacrificial anode CP, particularly as a means of enhancing the
performance of patch repairs, which as yet have not been considered a dura
ble method of restoring chloride-contaminated reinforced concrete.