CLIENT
Chief Directorate of Road Facilities of Moscow Region
GENERAL DESIGNER
JSC "Petersburg - Dorservice"
GENERAL CONTRACTOE
JSC USK MOST, LLC Spetsmost
DESIGN STAGE
2010 – 2012
CONSTRUCTION STAGE
2010 – 2013
TECHNICAL FEATURES
- overcrossing diagram: superstructure-1 42+67+2х42+30+29 m; superstructure-2 50+67+50 m; superstructure-3 25+42+24+30+31.5+27.4 m
- flyover length — 646.2 m (along the flyover axis)
- clear headway of bridge consists of 6 traffic lanes (three lanes in each direction), dividing strip of the width of 5.7 m, and operating aisle of 0.75 m
- continuous composite reinforced concrete beam superstructure is located on the curve with the radius of 400 m in plan and on the transition curves with the formwork being left, separated for two traffic directions, each consisting of 4 twinned steel beams with the height of 2.2 m(superstructures -1 & 3) and with the height of 3.2 m (superstructure-2) in cross section
- intermediate piers are located at acute angles to the flyover axis
SCOPE OF WORK
Stage ‘Work documentation’:
- design of flyover superstructures
- design of SAC&D for implementation of longitudinal launching of superstructures superstructure-2 over the railway tracks and assembling of superstructures superstructures-1 & 3 on temporary piers
- field supervision
SIMILAR OBJECTS
