|Subject of the contract:|
|Production and assembly of the steel structure of the bridge.|
The supporting structure is designed as a continuous steel chamber beam suspended on one pylon by two planes of oblique suspensions made of 12-rope cables. The continuous beam has a span of individual fields in lengths of 17 m + 93 m. The longer field is supported by five rope slings at a distance of 15 m from the axis of the beam on the pylon. On the opposite side, the ropes are anchored to anchor blocks anchored in parallel wings outside the supporting structure of the bridge. On the balancing side with a span of 17 m, the supporting structure is integrated with the support P1. The assembly of the bridge was carried out by extension. The weight of the steel structure is 190 tons.
|The period of the execution of the works:|