CELLINA VIADUCT - Italy

DESCRIPTION

Static diagram: Multi-span frame with box-section deck generally with intrados parabolic fittings at the supports; box section piles up to 17.50 m from the deck where they become laminar.

Prestressing: Post-stranded longitudinal cables with strands; vertical bars for the deck and the pile head

  • Total number of spans: 8
  • Length of the two-way viaduct: 581 ml
  • Maximum height at the bottom of the valley: 52 ml

INCO SERVICES

  • Preliminary, executive and construction project.
  • Assistance during the construction phase

Project

Viaduct over the Cellina stream for the variant of the S.S. 251 “Valcellina and Val di Zordo”

Country:Italy
Year:1981 - 1985
Administration:ANAS - NATIONAL AUTONOMOUS COMPANY OF THE ROAD - ROME
Client:Edilstrade SpA - Forlì
Construction company:Edilstrade SpA - Forlì