Completed in 1985
The deck of the bridge, which is formed by a stress ribbon of the length of 78.0 m and sag of 1.35 m, is assembled of 3.0 m long segments. The segments are suspended on bearing cables situated in the segments´ troughs, the deck is prestressed by bonded prestressing tendons. The horizontal force from the stress ribbon is resisted by rock anchors.
Structure length84.0 m
LocationSvratka River, Brno-Komín
Span length78.0 m
Structure typeStress Ribbon.
Width of the superstructure3.80 m
Scope of work
Jiri Strasky, Project Engineer.