Viaduct in reinforced concrete and prestressed concrete inscribed in a planimetric curve of 140m for a total length of 180m, distributed over three spans with a central span of 100m over the Rudavoi stream.
The deck structure, including the piers,is in prestressed concrete with a variable thickness extremely reduced in the middle and on the shoulders and of particular value in correspondence with the stacks.
The visual impact is lightened with the insertion of three three-light windows in correspondence with each pile.
S.S 48 DELLE “DOLOMITI”
PONTE SUL TORRENTE RUDAVOI