CLIENT
OAO Department of Temporary Service
GENERAL CONTRACTOR
OAO Sibmost
DESIGN STAGE
2011
CONSTRUCTION STAGE
2011 — 2012
TECHNICAL FEATURES
  • bridge schema prior to reconstruction: 22.9 + 7 + 7х55 + 22.9m;
  • back spans 1-2 & 8-9 are completed of RC;
  • middle spans per 55m fulfilled of rivet-welded trusses;
  • solid RC abutments;
  • natural foundations;
  • middle spans 2-7 completed of composite RC structures with foundation wells placed on the depth of 4-4.5m;
  • next middle spans 8-9 fulfilled of composite RC structures with foundation wells and boring piles of Ø1.4m placed on the depth of 2.11m;
  • bridge schema after reconstruction: 22.9 + 7 + 2х55 + 110 + 3х55 + 22.9m;
  • piers 2-9 reinforcement via additional foundation of bored piles;
  • within piers 4 and 6 deck spans per 110m were completed.
SCOPE OF WORK
‘Design stage’:
  • works regarding the bridge crossing reconstruction;
  • bridge organization works;

Stage of ‘Work documentation’:
  • pier’s foundation reinforcement design with truss of 110m fulfillment;
  • structural technology design;
  • SAC&D with MS design;
  • financial estimation;
  • technical supervision.
SIMILAR OBJECTS
ARTIFICIAL STRUCTURES ON THE COMBINED ROAD ADLER – MOUNTAIN CLIMATE RESORT ‘ALPIKA - SERVICE’
BRIDGE CROSSING OVER THE ABAKAN RIVER ON 8 KM OF THE HAUL KAMISHTA-ALUMINIEVYA OF THE RAILROAD TRACK TOWARD SAYANOGORSK CITY
Bridge crossing reconstruction over the Abakan River on 8km of the haul Kamishta-Aluminevaya of railroad track toward Sayanogorsk City in Khakassia Republic after middle pier collapse together with two spans of 55m. Total length of the bridge crossing is 450m.
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