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Presentation on 
Conceptual Design of Chenab Bridge 
Nilesh Bhosale 
M.Tech. 
Transportation Engg.
Content 
 Basic information of bridge 
 The bridge site 
 Description of bridge 
 Design of bridge 
 Construction method 
 Conclusion
Basic information of bridge 
The Client 
KONKAN RAILWAY CORPORATION LTD, India 
 Location 
Crosses Chenab river between Bakkal and Kauri,in Reasi 
district of Jammu and Kashmir 
The contractor 
Afcons Infrastructure Ltd, Mumbai, India 
The Official Project Name 
Design & Construction of Special Bridges across the River 
Chenab at km 50/800 on the Katra-Laole section of the 
Udhampur-Srinagar-Baramulla Rail Link Project
Bridge Site 
Site is located in mountainous region of Jammu Kashmir
All the traffic in the region is running through narrow road network, 
which is crowded and dangerous. The bridge is a part of the new 
railway connection.
Description of bridge
 Deck will carry two railway tracks 
 Superstructure is a steel girder
Design of Bride 
 The design speed of the railway was set to be 100 km/h and 
the design life had to be 120 years. Fatigue assessment shall 
be done as per BS: 5400 Part –10. 
 Wind loads is derived using physical topographic models of the 
site and tests in a wind tunnel laboratory. 
 The superstructure is a plate girder with a closed deck, where 
rails are connected. 
 The closed deck keeps the rainwater out and provides mostly 
dry environment below the deck.
Wind tunnel test
Construction method 
 Insufficient infrastructure. 
 Workshop, Paint shop and Electricity generation. 
 Cable crane (Capacity 40 tonnes) 
 Steel decks 
 Derrick crane (Capacity 100 tonnes) 
 Erection of arch segments
Typical arch erection by derrick crane.
Erection of last span and key segment by cable crane.
Conclusion 
The design of the main arch requires consideration of a number of 
additional parameters, such as fatigue , stability, composite action, 
etc. 
The Chenab Bridge will be the biggest / the longest-span / the 
highest railway arch bridge ever built in the world. 
Its design offered great challenges to the design team.
Thank you

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Chenab Bridge

  • 1. Presentation on Conceptual Design of Chenab Bridge Nilesh Bhosale M.Tech. Transportation Engg.
  • 2. Content  Basic information of bridge  The bridge site  Description of bridge  Design of bridge  Construction method  Conclusion
  • 3. Basic information of bridge The Client KONKAN RAILWAY CORPORATION LTD, India  Location Crosses Chenab river between Bakkal and Kauri,in Reasi district of Jammu and Kashmir The contractor Afcons Infrastructure Ltd, Mumbai, India The Official Project Name Design & Construction of Special Bridges across the River Chenab at km 50/800 on the Katra-Laole section of the Udhampur-Srinagar-Baramulla Rail Link Project
  • 4. Bridge Site Site is located in mountainous region of Jammu Kashmir
  • 5. All the traffic in the region is running through narrow road network, which is crowded and dangerous. The bridge is a part of the new railway connection.
  • 7.  Deck will carry two railway tracks  Superstructure is a steel girder
  • 8. Design of Bride  The design speed of the railway was set to be 100 km/h and the design life had to be 120 years. Fatigue assessment shall be done as per BS: 5400 Part –10.  Wind loads is derived using physical topographic models of the site and tests in a wind tunnel laboratory.  The superstructure is a plate girder with a closed deck, where rails are connected.  The closed deck keeps the rainwater out and provides mostly dry environment below the deck.
  • 10.
  • 11.
  • 12. Construction method  Insufficient infrastructure.  Workshop, Paint shop and Electricity generation.  Cable crane (Capacity 40 tonnes)  Steel decks  Derrick crane (Capacity 100 tonnes)  Erection of arch segments
  • 13.
  • 14.
  • 15. Typical arch erection by derrick crane.
  • 16. Erection of last span and key segment by cable crane.
  • 17.
  • 18. Conclusion The design of the main arch requires consideration of a number of additional parameters, such as fatigue , stability, composite action, etc. The Chenab Bridge will be the biggest / the longest-span / the highest railway arch bridge ever built in the world. Its design offered great challenges to the design team.