Bridge over the Staraya and Novaya Pregolya Rivers in Kaliningrad City, Russia

DESCRIPTION

This bridge is the essential part of the city public transportation plus exit toward the Highway ‘VIA BALTICA’ to Lithuania, Poland and Western Europe. Two urban districts Moskovsky and Leningradsky located on the opposite banks of the Staraya and Novaya Pregolya Rivers were being connected to each other.

FACILITIES AS  A PART OF THE ROUTE

Approach flyovers to the overpass across Moskovsky Prospect (construction)

  • flyover length – 59.7 m
  • schema: 11.0+2х16.0+11.0+5.7 m
  • slab-girder continuous superstructure made of prestressed cast in-situ reinforced concrete

Viaduct over the Moskovsky Prospect (reconstruction)

  • viaduct schema: 19.05+2х25.0+19.05 m
  • total length — 93.7 m
  • carriageway clearance — Г 27.5+2х0.75 m

Elevated traffic interchange at the intersection with Moskovsky Prospect

  • flyover along the route axis
  • schema: 6.1+10.9+3 х17.75+11.25 m
  • length – 81.5 m
  • carriageway clearance – Г 27.5+2+(0.75-1.5)m
  • width from 30.7 to 32.0 m

Flyovers on the exits

  • schema: 9.25+2х12.0+4х10.0+9.33 m
  • length per 86.6 m
  • carriageway clearance – Г 16.5+0.75+1.5 m
  • slab-girder continuous superstructures made of prestressed cast in-situ reinforced concrete

Bridge over the Novaya Pregolya River (reconstruction)

  • bridge schema: 33+2х42+34.82 m
  • length — 151.82 m
  • carriageway clearance — Г 27.5+2х1.5 m
  • deck  continuous composite RC structure of 1.85m height, composed of six steel girders in cross-section of 1.6m height

Flyovers on the island between the Novaya Pregolya and Staraya Pregolya Rivers (construction)

  • continuous composite reinforced concrete superstructure of 3.07 m height
  • schema: 20 х 42.0 m
  • length – 841.05 m
  • composed of four box-shaped steel segments per the schema: 9.65+6.2+9.65 m

Bridge over the Staraya Pregolya River (reconstruction)

  • bridge of 153.06 m long with the carriageway clearance – Г 27.5+2х1.5 m

Elevated traffic interchange near Dzerzhinskogo Street (construction)

  • schema: 6+2х14+2х18+14.378+17.554 m
  • length –101.932 m
  • carriageway clearance —  Г 27.5+2х0.75 m
  • slab-girder continuous superstructure made of prestressed cast in-situ reinforced concrete
SCOPE OF WORKS

‘Project Documentation’ Stage

  • general design
  • bridge conception
  • design of bridge and viaduct structures
  • construction technology development
  • SAS&D design
  • Federal Expertise fulfillment

‘Work Documentation’ Stage

  • general design
  • total main structures design
  • design of streets and junctions
  • construction technology development
  • illumination and power supply design
  • landscaping design
  • technical supervision
CLIENT

Municipal Authorities of Kaliningrad City; JSC ‘USK MOST’

GENERAL CONTRACTOR

JSC ‘USK MOST’

DESIGN STAGE

‘Project Documentation’ Stage 2006

‘Work Documentation’ Stage 2006 — 2007, 2010 г.г.

CONSTRUCTION STAGE

2007 – 2011