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Crni Kal Viaduct

Crni Kal Viaduct
Crni kal Viaduct
Crni kal Viaduct
Crni kal Viaduct

General Information

Structural Type: Box girder bridge
Function / usage: Motorway bridge / freeway bridge
Construction method: main bridge:
Balanced cantilever method
piers:
Slipforming
approaches:
Span-by-span in-situ casting on standard falsework
Completed in: 2005
Status: in use

Geographic Information & Related Structures

Location: Crni Kal, Slovenia, Europe
Carries
  • Avtocesta A1

Technical Information

Dimensions

main span 141.14 m
bridge surface 28 172 m2
Northern bridge total length 1053.50 m
span lengths 60.49 m - 120.97 m - 3 x 141.14 m - 120.97 m - 75.61 m - 60.49 m - 3 x 50.41 m - 40.33 m
piers pier height 9.0 - 87.50 m
Southern bridge total length 1056.35 m
span lengths 79.35 m - 119.03 m - 3 x 138.86 m - 119.03 m - 74.39 m - 59.51 m - 3 x 49.59 m - 39.67 m

Quantities

concrete volume 50 000 m3
prestressing steel 1 300 t
reinforcing steel 8 000 t

Cost

cost of construction Euro 20 500 000

Materials

deck prestressed concrete
piers reinforced concrete

Products, Services & Reports

TENSA®MODULAR Type LR

Modular Expansion Joints can be constructed for any movements, from about 100 mm up to 2,000 mm and more. They allow movements in all 3 directions ...

Participants

Design
Co-contractor
Expansion joints
Formwork

Relevant Web Sites

Relevant Publications

There is no relevant literature listed in the database.

Internal Information

Structure-ID: s0009675
Created: 26/07/2003
Last Updated: 05/03/2013