CLIENT
LLC ASB Stroy
Department of Architecture and Construction of Administration of the town of Tver
Department of Architecture and Construction of Administration of the town of Tver
DESIGN STAGE
2012 – 2013
CONSTRUCTION STAGE
2012 – 2013
TECHNICAL FEATURES
- scheme of superstructures: 55m + 96m + 124m + 96m + 55m
- bridge total length – 439.2 m
- bridge width – 29.3 m
- clear headways of bridge: 1.0m + 2×3.5m + 7.5m + 2×3.5m + 1.0m = 23.5m
SCOPE OF WORK
- general design
Stage ‘Work documentation’:
- design of main structures
- development SAC&D
- design of road works
- relocation of utilities
- design of outdoor lighting electric power supply
- development of cost estimate documentation
- technical support of construction
- development of strengthening the superstructure with high-tensile reinforcement
- calculation for test loads
- field supervision
SIMILAR OBJECTS
BRIDGE OVER THE VOLGA RIVER IN THE CITY OF TVER
(EASTERN BRIDGE)
(EASTERN BRIDGE)
Type of construction — overhaul repair of unsafe motor road bridge. The bridge is a five-span reinforced concrete beam continuous superstructure with a roadway above, on the monolithic reinforced concrete piers on pile foundations. The superstructure main beams are of a variable height due to curved outline of the bottom chord.
The bridge superstructures are prefabricated ones. Box-like segments of the superstructure are combined together on glue joints via their compression with bundles of high-strength wire. In cross direction, the superstructure consists of two main box beams connected to each other with a monolithic section and carriageway reinforced concrete slab.
The carriageway has 4 traffic lanes (2 in each direction) and 2 lines of tram tracks along the bridge axis. Intermediate piers consist of 2 columns not connected between each other. The bridge abutments are of earth-covered type. The main decision made during overhaul repair of the unsafe bridge is carrying out of works on strengthening the superstructures with the outer high-tensile reinforcement located inside the box girders of the spans.
The bridge superstructures are prefabricated ones. Box-like segments of the superstructure are combined together on glue joints via their compression with bundles of high-strength wire. In cross direction, the superstructure consists of two main box beams connected to each other with a monolithic section and carriageway reinforced concrete slab.
The carriageway has 4 traffic lanes (2 in each direction) and 2 lines of tram tracks along the bridge axis. Intermediate piers consist of 2 columns not connected between each other. The bridge abutments are of earth-covered type. The main decision made during overhaul repair of the unsafe bridge is carrying out of works on strengthening the superstructures with the outer high-tensile reinforcement located inside the box girders of the spans.
