The lack of an effective bridge deck condition assessment tool prompted a c
ollaborative research program between Dalhousie University DalTech and the
Nova Scotia Department of Transportation and Public Works to assess the acc
uracy and variability of ground-penetrating radar (GPR) for asphalt-covered
, reinforced-concrete bridge deck deterioration estimates. The quantity and
location of GPR-predicted deterioration on nine bridge decks was compared
to actual deterioration detected using the half-cell potential and chain dr
ag survey methods. Good spatial correlation and excellent quantitative corr
elation were observed between the GPR predictions and the actual deteriorat
ion found on the nine decks. These findings have demonstrated that GPR can
provide management with a valuable tool for estimating deck repair quantiti
es and prioritization of potential repair candidates on a network level.