Page 46 - World Of Nurol Magazine-24

DOMESTIC

he steel structure of the South Access Viaduct, which is located right
after the Draw Bridge, is an important structure which requires a high
production technology (it requires engineering phases with extensive
knowledge such as processing of crude steel, controlling and testing
Tstages and onsite assembly) as much as the construction of drawbridges
and which will be completely done by the Turkish contractors.

The South Access Viaduct will be erected in the Cape Hersek part of the project as a
steel deck over the 11 units of steel legs in the route of 1378.92 metres between the
point Km 7+081, 76 starting with the concrete access pillar at the end of southern
part of the Drawbridge and the point Km 8+460, 68 which is the last concrete pillar
from the south direction.
South Approach Viaduct
Route

General Features of the South Access Viaduct and the
Amounts of the Main Work Items:

LENGTH OF THE VIADUCT 1378,92 m STEEL DECK 26.000 Tons
WIDTH OF THE VIADUCT 35.930 m TOTAL AMOUNT OF CONCRETE 37.735 m³
NUMBER OF PIERS 11 Adet AMOUNT OF CONCRETE REINFORCEMENT 5.900 Tons
NUMBER OF END PIERS One Piece NUMBER OF SEISMIC 108 Pieces
THE HEIGHT OF PIERS (MIN-MAX) (which is on the upper level of the bridge floor)TOPLAM ÇELİK 13 – 57 m DAMPERLRB NUMBER OF LRB SUPPORT 22 Pieces

TOTAL SUPPLY OF STEEL MATERIAL 33.000 Tons SPHESPHERICAL SUPPORT 4 Pieces
STEEL LEG 7.000 Tons

PIER

NUMBER OF LEGS
11 Pieces
HEIGHT
Maximum: 47 metres
Minimum: 6, 5 metres
Weight 7,000 Tons

South Access Viaduct 3- Dimensional Model South Approach Viaduct Pier Elevation Details