This paper presents the results of a study of rates of deterioration o
f steel and prestressed concrete bridge superstructures. The study inv
olved forming sample groups of bridges that were homogeneous in terms
of characteristics, other than superstructure material, which were exp
ected to influence rates of deterioration. Superstructure condition ra
ting was regressed against age and average daily traffic for sample gr
oups of homogeneous steel and prestressed concrete bridges in the nati
on as a whole, as well as in seven states selected to represent divers
e terrains and environments. Results indicated that age is the primary
determinant of superstructure deterioration, followed by average dail
y traffic. Choice of structural material does not significantly affect
superstructure deterioration rates. The study also found that deterio
ration of bridge superstructures takes the form of a convex function o
ver time, with the rate of observed deterioration slowing as a bridge
ages.