Prestressed concrete pipe sections were corroded by the action of salt
and the application of an anodic current in well-defined areas. A pot
ential survey of the pipes was performed before they were buried on th
e grounds of the National Research Council of Canada urban infrastruct
ure research site. Aff er they were buried, pipe potentials were recor
ded using a reference electrode displaced at regular intervals on the
ground surface directly above the pipe. Potentials were also measured
using reference electrodes permanently embedded in the ground near the
ripe. On the basis of the test data, a pipe potential survey from the
surface of the ground could not be used to locate specific areas dama
ged by corrosion.