CLIENT
Arkhangelskavtodor
GENERAL CONTRACTOR
Mostostroitelny Trest 6
Mostootryad 9
Mostootryad 9
DESIGN STAGE
1987 — 1992
CONSTRUCTION STAGE
1993 — 2002
TECHNICAL FEATURES
- bridge diagram: 18 + (4х63) + (4х63) + (84+2х105+84) + 63 + 2х21 + 5х24 + 3х33 + 18 m
- 18 m, 24 m and 33 m - reinforced concrete superstructures
- 63 m, 84 m, 105 m – composite reinforced concrete superstructures
- bridge total length – 1 251.6 m
- limiting dimension – 11.5+2x1.5 m
- across: reinforced concrete superstructures – 6 beams
- composite reinforced concrete superstructures – 2 main beams with a web height of 3.6 m for the superstructures L = 4x63 m and (84+2х105+84) and of 3.16 m
- distance between the main beams – 7.6 m, combined with the precast reinforced concrete slab at the top
SCOPE OF WORK
- feasibility study design – section of general scheme of construction of piers and installation of superstructures
- development of Construction Method Statement
- working documentation of SAC&D
- development of Method Statement for construction of piers and installation of superstructures
- calculation of superstructure for loads during launching, determination of deflections
- field supervision over construction of piers and installation of superstructures
SIMILAR OBJECTS
BRIDGE OVER THE MALAYA SEVERNAYA DVINA RIVER NEAR THE TOWN OF KOTLAS
The motorway bridge over the Malaya Severnaya Dvina River in the town of Kotlas, one of the largest bridge crossings in the North-West of Russia, with the commissioning of which a through passage on the Northern Corridor from Finland to the Ural is opened. Total length of bridge crossing is 7 km includes the bridge over the Malaya Severnaya Dvina River.
