BELYAYEVSKY BRIDGE OVER THE OKHTA RIVER IN 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.
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CLIENT
FSI Directorate for Construction of vehicle by-road of the city of St. Petersburg JCS Mostootryad No 19, JSC ‘Mostostroy No 6
DESIGN STAGE
2003 – 2006
CONSTRUCTION STAGE
2004 – 2008
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.
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.
