CLIENT
Branch of JSC Mostostroy 6,
Mostootryad 61, Vologda
DESIGN STAGE
2000 — 2001
CONSTRUCTION STAGE
2001 — 2004
TECHNICAL FEATURES
  • continuous beam superstructureaccording to the scheme: 89.25+147.0+89.25 m
  • bridge crossing total length - 340 m
  • main span length - 147 m

Launching of the superstructure was carried out without temporary piers in the main span, with the use of auxiliary launching nose installed on the bank that made it possible not to degrade the regime of navigation during construction.
SCOPE OF WORK
Stage ‘Work documentation‘:
  • superstructure structural design
  • development of SAC&D
  • development of Method Statement
  • field supervision
  • undergoing of main state expert review
SIMILAR OBJECTS
BRIDGE ON SIMONOVSKAYA EMBANKMENT, MOSCOW
BRIDGE OVER THE SHEKSNA RIVER NEAR THE VILLAGE OF IVANOV BOR
The bridge is located on the highway connecting the city of Cherepovets with Vologda-Povenets highway. The bridge is a key link in Vologda- Karelia transport corridor.
Dynamic Heading