Bridge across the railyard of the railway station in a city of Cheb

Completed in 2023

The pedestrian bridge is formed by a continuous girder of 10 spans of span lengths from 17.5 to 87.0 m. The bridge deck is formed by a prestressed concrete girder of the channel cross section, which is suspended on two low pylons in the main span. The deck is being incrementally cast in the side span and consequently is being launched into the design position.

Structure length

398,0 m


Railway station, Cheb, Czech Republic

Span length

17.5 – 87.0 m

Structure type

Cable-stayed bridge.

Width of the superstructure

4.20 m

Scope of work

Design for construction permission, tender design, detailed design.


GPS: 50.0709641N, 12.3814448E
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