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Passage between the deck box girder and the pier -
Diaphragm between the deck box girder and the pier -
Assembly of the downstream leg on viaduct 2 -
Launch of the downstream leg -
Launch of the downstream leg - launching slides -
Launch of the downstream leg
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Launch of the downstream leg - The hinge -
Launch of the downstream leg - The hinge -
Assembly on the upstream piers on viaduct 3 -
Launch of the upstream leg -
Retaining eye bolt on the upstream abutment -
Launch of downstream semi-deck (weight 700 t)
Cadore bridge over the Piave - S.S. no.51 "Alemagna" (BL)
BACKYears: 1980-1985
Executive design of Cadore bridge over the Piave at Tai di Cadore - S.S. no.51 "Alemagna" (BL). Deck with road section type V CNR 80, total viaduct length 1150 m with climbing lane (width 13.3 m), longitudinal gradient 5% and minimum radius 250 m. Arched bridge orthotropic plate frame with span 272 m - (72 m + 128 m + 72 m) - Max. height over Piave river bed 184 m. Viaduct 1: Six spans length 45 m and max. pier height 45 m. Viaduct 2: Seven spans length 35 m - max. pier height 45 m. Viaduct 3: Eleven spans with length between 35 and 45 m - max. pier height 70 m.