CLIENT
Administration of the Khanty-Mansiysk Autonomous District
JSC Transmost
JSC Transmost
GENERAL CONTRACTOR
JSC Mostostroy No 11
DESIGN STAGE
2001 — 2004
CONSTRUCTION STAGE
2002 — 2004
TECHNICAL FEATURES
- bridge diagram: 3х70.0+94.5+136.5+231.0+136.5+94.5+5х70.0+49;
- bridge full length – 1,315.9 m;
- dimensions – 11.5+2х1.5 m;
- transversal girders: the central part is a continuous combined system of the length of 693 m with the diagram 94.5+136.5+231.0+136.5+94.5 m, wherein the main span L=231 m with a roadway below is a continuous braced arch with a flexible tie and lattice beam superstructures symmetrically integrated with it, passing into full-wall beams with a roadway above at the end spans. The elements of the main trusses of adjacent spans are the support and the truss rod of full-wall beams.
- height of the superstructure in the middle of the arched bridge – 42.7 m;
- arch height – 42.7 m;
- roadway – orthotropic plate;
- approach flyovers – full-wall steel beam superstructures;
- roadway on orthotropic plate;
- total weight of steel structure – 11 000 t.
SCOPE OF WORK
- design of construction technology;
- design of SAC&D;
- design of Method Statement;
- afloat transportation of arch span;
- different kind of analysis;
- field supervision.
SIMILAR OBJECTS
