CLIENT
Mostostroitelny Trest 6
GENERAL CONTRACTOR
Mostostroitelny Trest 6, Mostootryad 37
DESIGN STAGE
1995 — 1997
CONSTRUCTION STAGE
1997
TECHNICAL FEATURES
- bridge diagram: (54+99+54) m
- bridge total length: 217.9 m
- limiting dimension: Г – (2000+3750+750+3750+2000) = 2 sidewalks per 0.75 m
- carriageway total width - 23.5 m
- bridge total width – 26.9 m
- cross section: two steel box girders of 3 176 mm in height, the distance along the axes of the webs is 1 920 mm, the distance between the axes of the box girders is 12 220 mm, combined with an orthotropic carriageway slab on the top
- total weight of superstructure steel - 2 040 tonnes
SCOPE OF WORK
- development of SAC&D working documentation
- development of Method Statement for installation of superstructure and construction of piers
- field supervision
SIMILAR OBJECTS
