The following images from a steel reinforced
barrier wall on a bridge illustrate different visual stages (severity levels) of rebar
corrosion damage. The structure was built in 1979 and is subject to application of deicing
salts in winter.
Stage 1:
Initially, the concrete appears to be sound with relatively little macroscopic cracking
and no reddish discoloration from corrosion product formation.
Stage 2: Macroscopic
cracks have appeared and the concrete surface is stained by reddish corrosion products.
Stage 3: Spalling of the
concrete cover over the reinforcing steel is clearly visible, due to the formation of
voluminous corrosion products.
Stage 4: Severe spalling
of the concrete cover over the reinforcing steel is evident, leaving the reinforcing steel
bars directly exposed to the atmosphere.
Overall view of the advanced
concrete degradation in the barrier wall. Spalling and the remains of uncovered
reinforcing steel can be seen.