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Bridge across the railyard of the railway station in Cheb

Design

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, which is suspended on two low pylons in the main span. The design supposed that the deck will be incrementally cast beyond an abutment and consequently launched into the design position.

SHP: design for construction permission
          tender design