CLIENT
Organizator Ltd
GENERAL CONTRACTOR
JSC Metrogiprotrans
JSC Giprotransmost
JSC Giprotransmost
DESIGN STAGE
2004 — 2007
CONSTRUCTION STAGE
2004 — 2007
SCOPE OF WORK
- initial aerodynamic analytical assessment;
- analytical assessment and recommendations;
- subsequent to test in aerodynamic tube;
- dynamic calculation.
TECHNICAL FEATURES
- bridge diagram:15х25 + 2х105 + 409.5 + 2х105 + 84 + 82 + 42 m;
- total bridge length – 1,460 m;
- clearance – 37 m;
- cable-stayed bridge with arch pylon;
- boxed steel girder;
- height of the arch – 105 m;
- weight of stay cables – 400 t;
- weight of arched pylon – 4,000 t;
- weight of main girder – 12,000 t.
CABLE-STAYED BRIDGE SEREBRIANIY BOR, MOSCOW
Bridge Crossing the Moscow River in Serebrianiy Bor nearby Krasnopresnyanskiy Prospekt from MKAD up to Prospekt Marshal Jukov. The task of picturesque bridge design was to insure comfortable and steady vehicles movement along highway with a speed of 100 km per hour. Pylon was conceived as a huge arch structure with fan type crown of stay cables placed via sharp angle on both banks of Moscow River. The upper part of the arch has cozy ellipse shaped restaurant with amazing view.
SIMILAR OBJECTS
