The new Teruel viaduct

  • Juliá Vilardell, M.; Carrillo Gijón, L.

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.
Published
1994-01-10
How to Cite
, J. V. M. C. G. L. (1994). The new Teruel viaduct. Hormigón Y Acero, 45(194). Retrieved from http://www.hormigonyacero.com/index.php/ache/article/view/561