The corrosion condition of the galvanized reinforcement in Florida Departme
nt of Transportation (FDOT) Mechanically Stabilized Earth Walls (MSEW) was
determined at selected sites. For this purpose, 10 MSEW structures were ins
trumented at 8 different Florida sites for measurements of soil resistivity
, electrical potential, and corrosion rates of both galvanized steel and pl
ain steel, by polarization resistance tests. The FDOT design standards for
soil chemistry and particle size distribution were met in virtually all the
test locations and structures tested. The reinforcements in the structures
investigated were typically in good condition and the apparent corrosion r
ate of galvanized elements was low (average about 1 mu m/year). A deteriora
tion model for service life forecasting was formulated using the field surv
ey input.