CLIENT
FSI Directorate for Construction of vehicle by-road of the city of St. Petersburg
JCS Mostootryad No 19, JSC ‘Mostostroy No 6
JCS Mostootryad No 19, JSC ‘Mostostroy No 6
DESIGN STAGE
2003 – 2006
CONSTRUCTION STAGE
2004 – 2008
TECHNICAL FEATURES
- clear headway of bridge — Г (2.0 +2.0 +4х3.75+2.0);
- camber of arch — 30 m;
- height of binding beams — 2 m;
- weight of steel structure — 1,762.7 t;
- volume of reinforced concrete slab – 1191 m³;
- total length of cables — 10.503 m;
- weight of cables — 12.3 t;
- ‘Maurer Sohne’ bearing members with a loading capacity of 2.000 t.
SCOPE OF WORK
Work Documentation Stage:
- general design;
- development of architectural solutions;
- design of main structures;
- design of construction technology;
- design of SAC&D, Method Statement, Construction Method Statement;
- field supervision.
BELYAYEVSKY BRIDGE OVER THE OKHTA RIVER IN
SAINT PETERSBURG
SAINT PETERSBURG
The bridge on the ring road around Saint Petersburg in the area from Priozersky highway to «Rossiya» road»: the section from Rzhevka to Shafirovsky prospect (PK 750+00 — PK 795+72.43). Lot 5. The bridge consists of two parallel narrow bridges, each of which consists of two parts along its length: continuous steel-reinforced concrete superstructure 48.4 + 63.0 + 48.4 m and an arch span without transferring the bearing reaction on pier, with a design span of 161.4 m. The arch span is a ‘rigid arch’ combined system without horizontal thrust, with a ‘flexible tie’, and with a roadway on bottom boom.
SIMILAR OBJECTS
