Koror–Babeldaob Bridge

Bridge in Palau

The Koror–Babeldaob Bridge is a bridge in Palau that connects Koror and Babeldaob Islands. It is a reinforced concrete, portal frame, cable stayed bridge with a total length of 413 m. It was built by the Kajima Corporation of Japan in 2002, to replace the former bridge built by Socio Construction Co. of Korea in 1978 which collapsed in 1996.

The original Koror–Babeldaob Bridge was a balanced cantilever prestressed concrete box girder bridge with a main span of 240.8 m and total length of 385.6 m (1265 ft). In addition to carrying traffic, it also carried piping and conduits for fresh water and electricity. It was designed by Dyckerhoff & Widmann AG and Alfred A. Yee and Associates. It was constructed by Dyckerhoff & Widmann AG, contractor was Palau based Korean company, Socio Construction Co. It was the world's largest bridge of its type, until its record was broken by the 260 m span of the Gateway Bridge in Brisbane, Australia, finished in 1985. The middle hinge point of the bridge began to noticeably sag in the middle 10 years after its completion. This led to two studies carried out by Louis Berger International and the Japan international Co operation Agency in 1990. They concluded that the bridge was "safe" as of now (in 100 year increments it will cave in 90 cm) and the large deflections were due to creep and the modulus of elasticity of the concrete in place being lower than anticipated. On September 26, 1996, after having reinforcement work done, the bridge suddenly collapsed and shut off fresh water and electricity between the islands. In addition, the collapse killed two people and injured four more. This caused the government to declare a state of emergency. By request of Kuniwo Nakamura, then the country's President and foreign minister, Japan provided emergency aid as well as a temporary bridge.

The 18 year old, Koror Babeldaob bridge (KB bridge) collapsed abruptly and catastrophically. The failure occurred during benign weather and loading conditions, six years after two independent teams (Louis Berger International and the Japan international Co operation Agency

According to British civil engineers Chris Burgoyne and Richard Scantlebury, the reinforcement operation had 4 main components. The bridge midspan was modified, changing the originally non weight bearing hinged joint to a continuous block of concrete. Eight prestress cables were added to straighten the span. Eight flat jacks were added to the center of the structure to add additional prestress, loading the center of the bridge. The bridge was resurfaced to smooth out the sagging road. The most probable progression of the collapse began with a weakening of the Babeldaob side. This caused a shear failure, resulting in all of the weight of the continuous main span coming to rest on the Koror side. This unbalanced moment caused the back span of the Koror side to fail and tipped the bridge into the channel. The new design of the bridge hastened the bridge's collapse, but did not actually cause the fatal weakening of the Babeldoab flange. The cause of collapse remains unknown though it was studied in some detail by professional firms and researchers.