Conditional assessment of Kiri Bridge in Shkoder, Albania

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dc.contributor.author Rexhaj, Gentian
dc.contributor.author Mustafaraj, Enea
dc.date.accessioned 2015-12-09T10:57:26Z
dc.date.available 2015-12-09T10:57:26Z
dc.date.issued 2013-05-23
dc.identifier.uri http://dspace.epoka.edu.al/handle/1/1285
dc.description.abstract The Kiri bridge is located 1 km in north-west of Shkoder city and it is the only connection for the city of Shkoder and the Vau i Dejes hydropower station. It is a reinforced concrete bridge with 8 spans, 2 sidewalks and steels parapets on both sides. In this paper general evaluation of the bridge’s current structural conditions and the ability of the bridge to withstand loads from the vehicular traffic are examined. The methodology used in this study consists of the proper definition of the bridge’s structural elements and field inspection of each of them. Deterioration of the structural elements, damage of the paving, parapets and expansion joints are observed at a great extent. The other identified defects are recorded in an inspection form. As a result, the overall conditions were rated 6/10. In this paper some precautions and further measures to be taken are suggested. en_US
dc.language.iso en en_US
dc.publisher 2nd International Balkans Conferance on Challenges of Civil Engineering en_US
dc.title Conditional assessment of Kiri Bridge in Shkoder, Albania en_US
dc.type Article en_US


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  • BCCCE 2013
    2nd International Balkans Conference on Challenges of Civil Engineering

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