Types of ASEs

Original (OASEs)

The northwestern abutment, the arches 2 and 3, the relieving arches and the piers of the arches 2 and 3, the spandrel wall of the arch 3, the direct foundations.

Restored (RASEs)

The spandrel wall of the arch 2, the buttresses and the cutwaters.

Modified (MASEs)

The southeastern abutment.

Reconstructed (RCASEs)

The arch 1, the roadway, and the parapet walls.

Added (AASEs)

4 RDB pre-stressed reinforced concrete beams.

Main interventions

The arch 1 on the Ofanto River was rebuilt and four RDB pre-stressed reinforced concrete beams were inserted between the southeastern abutment and the arches 2 and 3 probably as a result of the earthquakes of July 23, 1930 and November 23, 1980.

The southeastern abutment was modified to connect the national road SS 401 dir to the bridge.