CABLE STAYED BRIDGE OVER THE PETROVSKY CHANNEL, SAINT PETERSBURG

The Bridge Crossing was conceived as a part of the important city Motorway Western High Speed Diameter. The structure is located on convex curve of 10,000 m. Projection of upstream clearance is 166х25 m and downstream clearance is 80х25 m. Foundations of piers were fulfilled as bored piles Ø1,500 mm. Deck cross-section is presented as a structure of four main girders of 1.76 m height within stay cable system. Abutments composed of six box type main girders of 1.76 m height. Bridge girders were connected via beams on distance of 65 m. (3 m per edge piers). Composite monolithic carriageway slab thickness is 220 mm. SSI2000 was an option of stay cable system with galvanized strands individually greased and coated with a high-density polyethylene sheath. The strands are used in accordance with the EN10138 standard. Total strands are seven wire 15.7mm diameter. Designated distance within stays is 13m.

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CLIENT

JSC WHSD

DESIGN STAGE

2013 — 2014

CONSTRUCTION STAGE

2016

CONTRACTOR

ICA Astaldi Ictas

OWNER

Northern Capital Highways, Ltd

SCOPE OF WORK

Bridge schema: 60+110+240+110+60 m;
Total length – 580 m;
Carriageway clearance 2 х (Г – 17.5);
RC pylons;
Pylon heights – 124 m.

TECHNICAL FEATURES

Architectural conception design;
Main structures design;
Working Documentation per Cable Stayed Bridge;
SAC&D per the bridge structure;
MS development and issue;
Technical Supervision.

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