Etraordinary maintenance work on Farenga Viaduct. Lifting of the bridge with replacement of the pot bearings, horinzontal transfer of the viaduct following a landslide event, installation of epansion joints, shock trasmitter units and elastic buffer.

SOMMA supplied 12 pot bearings with a vertical load between 8000 kN e 15000 kN, 19 m of cantilever expansion joint PTW 250, 19 m of underpaviment joint, 8 shock transmitter unit ROD 2000/20, 4 elastic buffer type ELB 2000/250.

Designer of the restoration of the structural functionality of the viaduct: Ing. Rosario Cerone.