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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 INTERCHANGES, POKLONNAYA GORA
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.
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