|Subject of the contract:|
|Production and assembly of the steel structure of the bridge.|
The steel structure of the bridge has 3 bays with a span of individual bays 65,0 + 110,0 + 68,85. The reinforced concrete structure is designed as a chamber beam of variable height with rises towards the supports, the height of the cross section in the field is 2,5 m above the support 6,0 m. The height change is realized by a parabolic approach. The weight of the structure is 1.170.000 kg.
|The period of execution of the works:|