Comprehensive construction of a bridge structure
using the incremental launching method 

Road S7, Ostróda MS-22

Project parameters: 

  • Slant angle: 90.0o
  • Span arrangement: Lt = 33.0 m + 5 × 41.0 m + 33.0 m, 
  • Length of the load-bearing structure: Lcł = 274.34 m, 
  • Total length: Lc = 288.0 m, 
  • Total width: Bc = 36.0 m, 
  • Height of the load-bearing structure: h = 2.70 m, 
  • Thickness of deck slab: t = 0.20 m to 0.60 m, 
  • Load-bearing structure: seven-span, continuous, box girder made of prestressed concrete, 
  • Intermediate supports: columnar pillars, on pile foundations, 
  • End supports: reinforced concrete abutments, massive, on pile foundations. 
Installation technology: 

Concreting subsequent segments of the structure at the plants located behind the abutments and incremental launching onto the target supports. 
Quantity:

  • Foundation concrete C30/37: 2508.0 m3
  • Reinforcement steel for foundations Class A-III: 369 318.57 kg, 
  • Support concrete C30/37: 2772.0 m3
  • Reinforcement steel for supports Class A-III: 248 813.49 kg, 
  • Concrete C50/60 for load bearing system: 5679.0 m3,
  • Reinforcement steel for load bearing system Class A-III: 843 755.70 kg, 
  • Prestressing steel: 239 190.0 kg, 
  • Concrete C30/37 for bridge deck overhang: 279.60 m3
  • Reinforcement steel for load bearing system Class A-III: 32 093.78 kg.

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