Construction information

Autors and Main Designers: Gradimir Sreckovic, BSc (civil eng.), Dragoljub Isailovic, BSc (civil eng.)
Main Designers of individual stages: B. Radovanovic, BSc (civil eng.) Lj. Mijovic, BSc (civil eng.), M. Masovic, BSc (civil eng.), M. Miskovic, BSc (civil eng.), Dragomir Lukic, BSc (civil eng.) 
Cables: B. Grujic, BSc from IMS
Building technology: Dragomir Lukic, BSc (civil eng.), GP "Mostogradnja" 
Designed by: Institute "Kirilo Savic"
Employer: Fond za komunalne delatnosti, gradjevinsko zemljiste i puteve (Fund for Public Services and Utilities, Land and Road Development) 
Main Contractor: GP "Mostogradnja"
Main Sub-contractors: "Jadran", anticorrosive protection, "Regulacija", riparian zone development, GP "MOSTOGRADNJA", cable manufacture and erection in collaboration with "IMS"
Purpose of the Project: Pedestrian Bridge
Years of Construction: 1990-1993
  

Project information

 
THE FOOTBRIDGE "Sveti Irinej" ('`Saint Irenaeus") overbridges the Sava connecting Macvanska and Sremska Mitrovica. The bridge consists of the approach structure of the simple beam system
with the span of 35 m and the main bridge system structure with oblique tie-rods of the span 35 + 192-5 + 35 m. The bridge width is 5.5 m and in the pylon zones it is increased to 6.5 m since the 
pylons are positioned in the mid plane of the bridge. The stiffening beam is supported on the riparian and pylon piers, and it consists of the steel, trapezoidal box girder which is composite 
with the reinforced concrete plate. The bridge pylons are solid reinforced concrete square section, fixed into the pylon piers. The total pylon height from the fixing point to the cap top is 38.90 m. They protrude through the stiffening beam and are completely separated from it.

§ The carrying cables 41.9 m to 91.5 m long in the span over the river are in the mid plane of the bridge (2 x 3 pieces) and they are anchored in the separately constructed zones in the stiffening beam and pylon caps. Outside the main span the cables are anchored at one end in the pylon caps and at the other end they are separated and anchored outside the traffic profile in the lateral box sides (2 x 6 pieces).
  

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