ГЕНЕРАЛЬНЫЙ ПРОЕКТИРОВЩИК
ОАО «Сибгипротранс»
ГЕНЕРАЛЬНЫЙ ПОДРЯДЧИК
ОАО «Сибмост»
СРОКИ ПРОЕКТИРОВАНИЯ
2010 — 2012 г.г.
СРОКИ СТРОИТЕЛЬСТВА
2010 – 2013 г.г
ТЕХНИЧЕСКИЕ ПАРАМЕТРЫ
- overpass superstructure length — 348.8 m (along the axis of the overpass)
- overpass diagram: 39+45+42+3х45+48+39 m
- clear headway of bridge includes six traffic lanes (per three lanes in each direction)
- dividing strip of the width of 3 m
- operating aisle 0.75 m
- continuous beam superstructure with orthotropic carriageway slab, consisting of 6 twin steel
- beams of the height of 1.78 m in cross section is located on the curve of the radius of 500 m and
- transition curves
- intermediate piers are located at right angles to the flyover axis
SCOPE OF WORK
Stage ‘Work documentation’:
- design of superstructure of overpass
- design of SAC&D
SIMILAR OBJECTS
TRAFFIC INTERCHANGE IN NOVOSIBIRSK CITY, RUSSIA
Traffic Interchange at the Intersection of Bolshevistskaya Street, Krasny Prospect of Kamensky Highway and Fabrichnaya Street in the City of Novosibirsk.