The corrosion-induced deterioration of a 25-year-old reinforced concre
te building in Kuwait was investigated to determine the extent and cau
ses of the deterioration. The investigative techniques employed involv
ed visual inspection of the structure, nondestructive testing, and lab
oratory testing and analysis of material samples removed from the stru
cture. These techniques provided information on the nature of the serv
ice environment and its role in promoting corrosion of steel reinforce
ment in the structure. Both chloride-induced corrosion and carbonation
-induced corrosion were found to occur with extensive loss of steel se
ction in same concrete elements. The information gained from such an i
nvestigation of corrosion damage is necessary for the selection of app
ropriate repair schemes.