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CLIENT
Road Administration of Saint Petersburg
GENERAL CONTRACTOR
JSC Lengiprotrans
DESIGN STAGE
2006 — 2008
CONSTRUCTION STAGE
2008
SCOPE OF WORK
  • bridge crossing conception;
  • design of main structures of overpass;
  • technology of construction;
  • design of SAC&D;
  • development of Method Statements (MS);
  • structural monitoring during construction stage and service period;
  • field supervision.
TECHNICAL FEATURES
  • diagram of cable-staed span:  51.2+70.0+182.3+70.0+51.2 m;
  • total length – 713.24 m;
  • length of Cable-staed spans- 424.7 m;
  • width of carriageway – 23.7 m;
  • A-shaped RC pylons;
  • height of pylons — 65 m.
VIADUCT ALEXANDROVSKAYA FERMA, SAINT PETERSBURG
Overpass over RR stations Saint-Petersburg — Sortirovochniy — Moskovskiy Prospekt along Alexandrovskaya Ferma. Structure of overpass fulfilled as continuous steel span of box section with orthotropic slab, all-metal structure of middle span and back spans out of reinforced concrete. Viaduct has curved form withradius of 400 m. Cable-stayed ferms are within plane along overpass axis.
SIMILAR OBJECTS
CABLE STAYED BRIDGE CROSSING OVER THE SEVASTOPOL BAY
BRIDGE CROSSING OVER THE KALININGRAD BAY (KÖNIGSBERG MEERBUSEN)
CABLE-STAYED BRIDGE ON THE HIGHWAY ADLER-MOUNTAIN RESORT ‘ALPICA- SERVICE’
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