Completed in 1993
The stress ribbon deck of one span is suspended on two cables. The stress ribbon is assembled from precast segments of variable width and a depth of only 0.40 m.
Structure length312.0 m
LocationVranov nad Dyji, Czech Republic
Span length252.0 m
Structure typeSuspension structure.
Width of the superstructure6.50 - 9.70 m
Scope of work
Design: Design office of Dopravni stavby Olomouc.
Jiri Strasky: Author of design, chief design engineer.
The bridge of the year 1994. Ministry of Transport 1996.
Award for Outstanding Structures 1994. FIP (Federation Internationale de la Precontrainte), XII Congress in Washington, D.C.