SFALASSÀ VIADUCT' - Italy

DESCRIPTION

Structure in seismic area; metallic carpentry, for deck and inclined struts, in Fe 52 C steel with a total weight of 4200 t.

Static diagram: Access viaducts to prefabricated beams in simple support in reinforced concrete prestressed; metal span with portal arch with caisson structures and orthotropic slab deck

  • Span of the spans: 22 m + 11 x 45 m + 376 m (metal portal)
  • Length of the viaduct: 893 m
  • Viaduct width: 19.10 m
  • Deck thickness: 2.40 m for the access viaducts - 6.40 m for the metal span
  • Maximum pile height: 130 m

INCO SERVICES

  • Preliminary, final and executive design
  • Technical assistance during the execution phase

Project

SFALASSA’ Viaduct

Country:Italy
Year:1968 - 1972
Administration:Azienda Nazionale Autonoma delle Strade - Roma
Client:Azienda Nazionale Autonoma delle Strade - Roma
Construction company:Impremoviter S.p.A. – Milan
Metal carpentry construction: National Society of Savigliano Workshops - Turin
Assembly of metal structures: SOIMI S.p.A. - Milan