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 length398,0 m
LocationRailway station, Cheb, Czech Republic
Span length17.5 – 87.0 m
Structure typeCable-stayed bridge.
Width of the superstructure4.20 m
Scope of work
Design for construction permission, tender design, detailed design.