Completed in 2008
The two-span bridge is formed by a continuous beam of a variable depth, which is fixed into the end abutments. While bridging the river is square, the crossing with the canal is skew. Therefore, the middle wide pier has a trapezoidal plan. The bridge span across the river has a channel cross-section; the edge beams have a variable dept and width that continuously widens from the center of the bridge to the abutments. The bridge over the bypass has a solid slab cross-section of variable depth.
Structure length126.80 m
LocationBridge across the Morava River and Bypass Canal in a city of Olomouc
Span length27.30 – 54.80 m
Structure typeIntegral beam structure.
Width of the superstructure25.75 m
Scope of work
Design for construction permission, tender design, detailed design.
Bridge of the year 2008. Ministry of Transport 2009.