Viaduct «Vostochnaya» from Molodaya Gvardiya St. (via Moskovsky Prospect and Emelyanova St.) to Muromskaya St. with Bridges over the Staraya Pregolya and Novaya Pregolya Rivers, Kaliningrad
DESCRIPTION
- Total length – 7.52 km
- Two way traffic lanes per 3.5 -4.0 m
Construction of flyover SHOULD BE carried out in TWO STAGES
First STAGE of construction
From Moskovsky Prospect to the Novaya Pregolya River, length of 2.46 km
FACILITIES, STAGE 1:
Flyover of cast in-situ RC at the intersection of “Vostochnaya” Route with Moskovsky Prospect
- Bridge length — 92.02 m
- Bridge schema -35+32.00+25.35 m
- Underbridge clearance above motorways – at least 5.1 m
- Width of flyover between railings –32.9 m
- Retaining walls on the approaches to the viaduct of reinforced ground embankments based on Tensar Technology
- Length of retaining walls – in front of the flyover – 190.0 m
- Behind the flyover – 173.0÷206.3 m
Retaining walls on the approaches to the Bridge over the Novaya Pregolya River.
- Reinforced ground embankments based on Tensar Technology
- Length of retaining walls:
- In front of the bridge – 234.3 m
- Behind the bridge – 169.08 m
Bridge over the Novaya Pregolya River
- Composite reinforced concrete superstructure.
- Bridge length — 473.44 m
- Bridge schema — 63+84+99+84+78+63 m
- Underbridge clearance – 10.9 m
- Bridge width – 31.4 m
Exit from the Bridge over the Novaya Pregolya River
- Composite reinforced concrete superstructure.
- Exit length – 99.72 m
- Exit schema – 29.5+39+5 m
- Exit width – 11.75 m
Traffic Interchange on the Oktyabrsky Island
- Retaining walls of reinforced ground embankment based on Tensar Technology
- Base Line – 163 m
- Exit No.1 – 100 m
- Exit No.2 – 400 m
- Exit No.3 – 454 m
- Exit No.4 – 64 m
SECOND STAGE of construction
From Artilleriyskaya St. to the traffic interchange with Moskovsky Prospect, length of 3.01 km
Two way traffic lanes per 3.5-4.0 m
- Two traffic circles at the same level
- Width of sidewalks – 3 m
- Width of road divider – 1 m
SCOPES OF WORKS
Design Stage
- Design of basic structures: piers, superstructures, retaining walls
- Road approaches and junctions to the existing road system design
- Design of the entire SAC&D
- Development of spans launching technology
- Glavgosekspertiza (General Board of State Expert Review)
CLIENT
Kaliningrad Public Roads Administration
GENERAL CONTRACTOR
USK MOST, JSC
DESIGN PERIOD
July 2014 – June 2015
CONSTRUCTION PERIOD
February 2016 – December 2017