|Subject of the contract:|
|Production and assembly of the steel structure of the bridge|
The bridge is designed as a continuous interlocking steel-concrete beam bridge with 11 spans. The cross section of the bridge is designed as a double girder structure with inlaid cantilevers. Placement on the column supports is by means of calotte bearings. The bridge foundation is designed to be deep on large diameter drilled piles in clay layers.
Bridging length: 436,60 m
Bridge length: 452,00 m
|České Budějovice, CZ|
|The period of the execution of the works:|