Kiruna bridge
Properties
Element type
:
Civil engineering work
Civil engineering type
:
Road network Bridge
Year of construction
:
1959
Composed of materials
:
Reinforced concrete, Prestressed concrete
Description
:
This 122 meter long bridge with five continuous spans was built in 1959 along highway E10 near Kiruna in northern Sweden. The superstructure consist of three prestessed concrete girders with a reinforced concrete slab on top. The prestressing system is post-tensioned system with four to six tendons parabolically aligned in each girder. One tendon is composed of 32 strands with diameter 6 mm.
Location coordinates
:
Physical address
:
Kiruna