General Information
Other name(s): | İsmet Paşa Bridge |
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Beginning of works: | 23 February 1983 |
Completion: | 8 April 1986 |
Status: | in use |
Project Type
Structure: |
Box girder bridge |
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Function / usage: |
Motorway bridge / freeway bridge |
Construction method: |
Balanced cantilever method |
Structure: |
Haunched girder bridge |
Material: |
Prestressed concrete bridge |
Plan view: |
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Material: |
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Location
Location: |
Elazig, Turkey Malatya, Turkey |
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Crosses: |
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Next to: |
Kömürhan Arch Bridge (1932)
Kömürhan Bridge (2021) |
Coordinates: | 38° 26' 26.94" N 38° 49' 4.42" E |
Technical Information
Dimensions
main span | 135.00 m | |
total length | 287.00 m | |
span lengths | 76 m - 135.00 m - 76.00 m | |
number of spans | 3 | |
height above valley floor or water | 90.00 m |
Materials
superstructure |
prestressed concrete
|
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Excerpt from Wikipedia
The Kömürhan Bridge, or with its other name, İsmet Paşa Bridge is a box-girder bridge that carries the Elazığ-Malatya highway D.300 over the Firat River in eastern Turkey. It was constructed using the balanced cantilever technique.
The bridge was constructed to replace an arch bridge built by the Swedish company Nydqvist & Holm AB and opened on October 5, 1932, which was flooded with the completion of the Karakaya Dam. The new bridge was built by the STFA Group between February 23, 1983 and April 8, 1986.
It features in the "50 works in 50 years" list of significant building projects in Turkey published by the Chamber of Civil Engineers in Turkey.
Text imported from Wikipedia article "Kömürhan Bridge" and modified on July 23, 2019 according to the CC-BY-SA 4.0 International license.
Participants
Relevant Web Sites
Relevant Publications
- Les grands ponts du monde: Hors d'Europe. Brissaud, Poitiers (France), pp. 214. (1990):
- Stochastic seismic analysis of Kömürhan Highway Bridge with varying material properties. In: Civil Engineering and Environmental Systems, v. 32, n. 3 (June 2015), pp. 193-205. (2015):
- Vibration Characteristics of Kömürhan Highway Bridge Constructed with Balanced Cantilever Method. In: Journal of Performance of Constructed Facilities (ASCE), v. 23, n. 2 (April 2009), pp. 90-99. (2009):
- About this
data sheet - Structure-ID
20005865 - Published on:
02/10/2002 - Last updated on:
17/06/2020