Franja Tudman bridge
The bridge is 518-metre (1,699 ft) long, measured between the abutments. Substructure of the bridge consists of the abutments, a pier on the western shore supporting a pretensioned girder and an anchoring pier on the eastern shore.[2]

Supported structure on the cable-stayed portion of the bridge consists of a composite girder, an A-shaped pylon and the cable stays. Overall span of the girder is 324.7 m (1,065 ft). Concrete roadway slab is of generally constant depth of 25 cm (10 in). A total of 38 cable stays have been executed, comprising 27 to 61 steel wire cables placed in protective polyethylene pipes.

The pylon is 141.5 m (464 ft) tall, measured from the top surface of the foundations. It comprises a box cross section of varying size. An additional box girder is executed just below the suspended structure providing it an additional support as well as bracing the pylon legs. The cable stays are anchored to the top of the pylon. A special opening has been executed in one of the pylon legs, next to the sidewalk, providing access to the inside of its cross-section, where there are rungs facilitating climbing to the top of the pylon, where another opening on its top allows replacements of the anchors, should that become necessary.

The western part of the bridge comprises a pretensioned girder of variable depth (3.25 m (10.7 ft) at the abutment, 8.22 m (27.0 ft) at the pier and 3.2 m (10 ft) at the end of the cantilever).[3][4]

Franja Tudman bridge The bridge is 518-metre (1,699 ft) long, measured between the abutments. Substructure of the bridge consists of the abutments, a pier on the western shore supporting a pretensioned girder and an anchoring pier on the eastern shore.[2] Supported structure on the cable-stayed portion of the bridge consists of a composite girder, an A-shaped pylon and the cable stays. Overall span of the girder is 324.7 m (1,065 ft). Concrete roadway slab is of generally constant depth of 25 cm (10 in). A total of 38 cable stays have been executed, comprising 27 to 61 steel wire cables placed in protective polyethylene pipes. The pylon is 141.5 m (464 ft) tall, measured from the top surface of the foundations. It comprises a box cross section of varying size. An additional box girder is executed just below the suspended structure providing it an additional support as well as bracing the pylon legs. The cable stays are anchored to the top of the pylon. A special opening has been executed in one of the pylon legs, next to the sidewalk, providing access to the inside of its cross-section, where there are rungs facilitating climbing to the top of the pylon, where another opening on its top allows replacements of the anchors, should that become necessary. The western part of the bridge comprises a pretensioned girder of variable depth (3.25 m (10.7 ft) at the abutment, 8.22 m (27.0 ft) at the pier and 3.2 m (10 ft) at the end of the cantilever).[3][4]

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Stock photo: Franja Tudman bridge The bridge is 518-metre (1,699 ft) long, measured between the abutments. Substructure of the bridge consists of the abutments, a pier on the western shore supporting a pretensioned girder and an anchoring pier on the eastern shore.[2] Supported structure on the cable-stayed portion of the bridge consists of a composite girder, an A-shaped pylon and the cable stays. Overall span of the girder is 324.7 m (1,065 ft). Concrete roadway slab is of generally constant depth of 25 cm (10 in). A total of 38 cable stays have been executed, comprising 27 to 61 steel wire cables placed in protective polyethylene pipes. The pylon is 141.5 m (464 ft) tall, measured from the top surface of the foundations. It comprises a box cross section of varying size. An additional box girder is executed just below the suspended structure providing it an additional support as well as bracing the pylon legs. The cable stays are anchored to the top of the pylon. A special opening has been executed in one of the pylon legs, next to the sidewalk, providing access to the inside of its cross-section, where there are rungs facilitating climbing to the top of the pylon, where another opening on its top allows replacements of the anchors, should that become necessary. The western part of the bridge comprises a pretensioned girder of variable depth (3.25 m (10.7 ft) at the abutment, 8.22 m (27.0 ft) at the pier and 3.2 m (10 ft) at the end of the cantilever).[3][4] was taken by siana_deshati .