The bridge is the result of an incredibly ardous, but rewarding, planning and construction process that continued for over 20 years. Back then, with a span of 457 metres, it was the largest cable-stayed bridge in Asia, designed and constructed in such a way that indigenous construction companies were able to build it relying exclusively on local labor materials. In order to enable the section-by-section assembly of the grid during cantilever erection using simple riveted joints, a simple plain steel grid with composite concrete slab was developed. The grid consists of simple open I-beams, two longitudinal beams at the edges suspended directly from cables and a load-distributing central longitudinal beam, as well as cross-girders at intervals of 4.1 m. The grid serves as the “permanet falsework” and stiffening for the subsequently manufactured 35-m-wide in-situ concrete slab that cantilevers at both sides.

Total length: 822 m
Spans: 182 – 457 – 182 m
Height of pylons: 122 m
Deck width: 35 m
Thickness of cast-in-situ concrete slab: 23 cm
Cables: parallel wire cables of 7 mm diameter, system BBRV
Lanes: 3-lane carriageway and 1 footway for each direction