2 viaducts with a total length of 1586 m, constructed with incremental launching method
Overview
Project Summary
Constructed with incremental launching method
1st viaduct 562 m
2nd viaduct 1,024 m
Services
Location
Çanakkale, Turkiye
Period
2018 - 2020
Employer/Client
DAELIM, LİMAK, SK E&C, Yapı Merkezi (DLSY-JV)/General Directorate of Highways
Typical span of the viaducts are 66 m and superstructure is post-tensioned box girder. Deck is constructed with incremental launching method.
Viscous dampers and LRB’s are used to limit the displacements because of high seismicity.
Typical span of the viaducts are 66 m and superstructure is post-tensioned box girder. Deck is constructed with incremental launching method.
Viscous dampers and LRB’s are used to limit the displacements because of high seismicity.