The spacer gap across is restricted continuosly behind the abutment. The formwork residues are not removed from the joint between the super and substructure.
Strip foundation has settled <2cm. Different settlements of the retaining walls on the left behind the abutment.
Bearing metal/steel plate is regionally bent on the right of axis number 14. Bending is on all sides of the plate with 1mm engraving.
Bearing metal/steel plate under is regionally bent on the left and behind abutment. Bending is on front side of the plate with 1mm engraving.
The steel/metal edge profile is continuously rusted with cross-sectional weakening underside in front of the abutment.
Steel lamella construction with plastic flat profiles with are elatically controlled are fully rusted underside in front of the structure.
Steel/metal travers-box regionally rusted with leaf rust from underside in front of the structure. Travers-box and finishing profile of the anchorage is corroded in the superstructure.
Numerous spalling with exposed reinforcement on the right at the outside between superstructures.
Mutiple spalling with exposed reinforcement in front left of the abutment. Additional cracks and cavities due to corrosion and consequential damages due to leaking road joint construction.
Lighting pole is regionally red rusted on the left. Pole base at the connection with superstructure is corroded.
Continuous cracks from left to right, behind the abutment.