Bridge over Vistula in Kiezmark
The specificity of the project:
The access spans on the left bank (1-8) will be constructed using the Movable Scaffolding System (MSS). The span on the right bank (12) together with the support of span 11 are made on a stationary scaffolding.
The in-water span (10) and adjacent spans (9-11) will be constructed using the balanced cantilever method with the use of two temporary supports at each starting support (P10 and P11).
The in-water span (10) and adjacent spans (9-11) will be constructed using the balanced cantilever method with the use of two temporary supports at each starting support (P10 and P11).
- Length of the structure: 928.70 m,
- Width of the structure: 16.18 L + 16.18 P,
- Number of spans: 12,
- Span arrangement: 68.0 + 7 x 70.5 + 91.0 + 130.0 + 91.0 + 52.0,
- Number of roadways: 2,
- Road profile in plan: straight,
- Amount of concrete in the superstructure: 26 754.4 m3 + bridge deck overhang 685.5 m3 + approach slab 206 m3,
- Prestressing steel: 1 353 942.0kg,
- Reinforcement steel: 5 426 044.0 kg + bridge deck overhang 105 915.3 m3 + approach slab 41 168 kg,
- Total ceiling area: 42 812 m2.
We cooperate with:
