CLIENT
Road Administration of Sochi City
DESIGN STAGE
2010
SCOPE OF WORK
Stage DD:
- basic calculations;
- analytical assessments for wind tunnel tests;
- wind tunnel report analysis;
- dynamic analysis.
TECHNICAL FEATURES
- bridge schema: 126+300+126 m;
- total length – 552 m;
- main span – 300 m;
- road category – III;
- lanes quantity – 2 pcs;
- total weight of steel – 4, 900 t;
- weight of RC – 8, 900 t;
- cable stays weight –150 t;
- pylon height from the carriageway – 68 m;
- elevation of the pylon from the foundation – 86 m.
CABLE-STAYED BRIDGE ON THE HIGHWAY ADLER-MOUNTAIN RESORT ‘ALPICA-SERVICE’
Combined road within area of Adler – mountain resort ‘Alpica – Service’. Two pylons Cable – Stayed Bridge Crossing nearby Northern part of Tunnel Complex N3. The above bridge is located on the 25th km of the combined road (motorway road and railway track) inside Adler–Alpika–Service resort.
Central axis of the route within our bridge structure is designed in plan via multidirectional circular curves. Passage clearance is 10 meters, i.e. single lane per each direction. Main span deck girder cross-section consists of box-shaped segments of orthotropic slab with the height of 2,450 m.
Fan-shaped cable stayed system presented by two pylons with anchored cables from 70 up to 175 meters long. Each stay consists of 12 up to 127 strands with individual sheathing for the better protection purposes. Every pylon side arranged via 14 stay cables.
Central axis of the route within our bridge structure is designed in plan via multidirectional circular curves. Passage clearance is 10 meters, i.e. single lane per each direction. Main span deck girder cross-section consists of box-shaped segments of orthotropic slab with the height of 2,450 m.
Fan-shaped cable stayed system presented by two pylons with anchored cables from 70 up to 175 meters long. Each stay consists of 12 up to 127 strands with individual sheathing for the better protection purposes. Every pylon side arranged via 14 stay cables.
SIMILAR OBJECTS
