Title:
The new Teruel viaduct
Author(s):
Juliá Vilardell, M.; Carrillo Gijón, L.
Publication:
ACHE
Volume:
45
Issue:
194
Appears on pages(s):
75 - 79
Keywords:
DOI:
Date:
1/10/1994
Abstract:
The New Teruel Viaducto is described, constructed by the balanced cantilever method, with in situ concrete segments. The three spans have lengths of 51 m + 117 m + 63 m, with two piers 17,90 and 27,60 m in heigth. The deck depth varies between 2,50 m and 6,00. The point of interest of this structure lies in the 20 m wide deck formed by a single 10 m wide box girder with 5 m cantilevers on each side. Transversal prestressing was used for the transverse bending.
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