CLIENT
Municipal Budgetary Institution
«Department of Capital Construction»
Kamensk-Uralsky, Sverdlovsk Region
«Department of Capital Construction»
Kamensk-Uralsky, Sverdlovsk Region
GENERAL CONTRACTOR
SC Institute Giprostroymost—Saint-Petersburg
DESIGN AND CONSTRUCTION STAGE
2009 – 2016
TECHNICAL FEATURES
- bridge diagram: 78+2 х 96+78
- bridge length: 362.7 m
- limiting dimension: 2 (Г-11.5) m
Cross sections
In cross direction, the superstructure consists of five main beams of l-shaped cross-section with vertical webs of a constant height of 3600 mm, connected with cross beams and a monolithic reinforced concrete slab on the top. Longitudinal and cross ties of a lattice structure are additionally installed for the period of installation of steel structures of the superstructure and concreting of the carriageway slab. The distance between the main beams is 5100 mm.
- total weight of steel: 2127 tonnes
- total volume of reinforced concrete: 4754 m³
SCOPE OF WORK
- general design
- design of main structures
- design of technology of construction
- design of SAS&D
SIMILAR OBJECTS
BRIDGE OVER THE ISET RIVER WITH TRANSPORT AND PEDESTRIAN APPROACHES IN THE TOWN OF KAMENSK-URALSKY
The facility is located in the town of Kamensk-Uralsky, Sverdlovsk Region, on the Iset River. Kamensk-Ural is a city of regional subordination in the Sverdlovsk Region and is the administrative center of ‘the town of Kamensk-Ural’ municipality. The area of designing is a habitable territory with a well-developed network of motor roads. The bridge is on the straight line in plan. In profile, the bridge is located on the straight line with a longitudinal slope of 5%. The levels of the bridge carriageway axis are dictated by the longitudinal profile of the motor road being designed. The clear headway of bridge structures is taken in accordance with the category of the projected motor road: through street of citywide importance with controlled traffic. The overpass is illuminated at night.
