HIGHEST RAILWAY BRIDGE
Coordinates | 33°9′3″N 74°52′59″E |
---|---|
Carries | Indian Railways |
Crosses | Chenab River between Bakkal and Kauri |
Characteristics | |
Design | Arch Bridge |
Material | Steel and Concrete |
Total length | 1,315 m (4,314 ft |
Height | (river bed to formation) 359 m (1,178 ft) |
Longest span | 467 m (1,532 ft ) |
No. of spans | 17 |
Norway-based Force Technology Laboratory conducted several wind tunnel tests to understand the effects of wind speed, static force coefficients and gust buffeting. The bridge is designed to resist wind speeds of up to 260kmph. The seismic nature of the project zoneLOCATION was also considered during its design.
The bridge will include 17 spans, as well as the 469m main arch span across the Chenab River, and viaducts on either side. The main span of the bridge will include two 36m-long approach spans. It will be built as a two ribbed arch with steel trusses made of concrete-filled sealed steel boxes. The structure will be supported by two 130m-long, 100m-high pylons on either end through cables.
Steel was chosen to construct the bridge as it will be more economical and able to resist temperatures of -20C and wind speeds of above 200kmph. The Jammu and Kashmir region witnesses frequent terrorist attacks. To enhance safety and security, the bridge will be made of 63mm-thick special blast-proof steel. The concrete pillars of the bridge are designed to withstand explosions.
A ring of aerial security will be provided to safeguard the bridge. An online monitoring and warning system will be installed on the bridge to protect the passengers and train in critical conditions. Footpaths and cycle trails will be provided adjacent to it. The bridge will be painted with a special corrosion-resistant paint, which lasts for 15 years.
The deck of the bridge is partly in straight horizon and partly in curves. It is located on a transition curve with changing radius. Construction is therefore being carried out in stages following the gradual change in the alignment. This is the first time a bridge is being constructed incrementally on a transition curve.
Cable cranes and derrick will be used to construct the bridge. The cable cranes used for the project will be the largest in the world.
Construction of the bridge is expected to require 25,000mt of steel, 4,000mt of reinforced steel, 46,000m³ of concrete and eight million m³ of excavation.
CONTRACTORS INVOLVED IN CONSTRUCTING THE RAILWAY BRIDGE
Amberg Engineering was appointed to carry out review work of the alignments. Konkan Railway Corporation is executing the project. Design and construction of the bridge was awarded to a joint venture of Afcons Infrastructure, Ultra Construction & Engineering Company of South Korea and VSL India in 2004.
Finland-based WSP Group and Germany-based Leonhardt Andra and Partners are the consultants for the project. VCE Consult ZT-GmbH designed the pylons of the bridge. Jochum Andreas Seiltransporte installed the cables for the pylon. AkzoNobel was awarded the painting services contract for the bridge.
PROJECT TYPE : Railway bridge
LOCATION : Kouri, distt - Reasi (JAMMU AND KASHMIR)
PROJECT STARTED : March 2004
EXPECTED March 2024
COMPLETED :
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Created by RAHUL CHALOTRA
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