Our team of bridge inspectors executed the inspection of a double, five span, highway viaduct. The bridge, consisted of 60 cast in situ prestressed beams, rests on 120 (type 4) elastomeric bearings, has a total length of 160m, and a maximum height of 25m.
The main objective of our inspection was to identify issues related with the current condition of the bearings, evaluate their performance, and assess the efficiency of their operation. Furthermore, an overall visual bridge condition survey was performed, and all identified issues were reported.
