Koror–Babeldaob Bridge
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 South Korea in 1978 which collapsed in 1996.
The former KB Bridge
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. 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 Cooperation Agency in 1990. They concluded that the bridge was "safe" as of now and the large deflections were due to creep and the modulus of elasticity of the concrete in place being lower than anticipated.
After having reinforcement work done, the bridge suddenly collapsed at approximately 17:35 on 26 September 1996 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.
Reason for the collapse
The 18-year-old, Koror-Babeldaob bridge collapsed abruptly and catastrophically. The failure occurred during benign weather and loading conditions, six years after two independent teams of bridge engineers had evaluated the bridge and declared it safe, and less than three months after completion of a strengthening programme to correct a significant midspan sag that was continuing to worsen.By 1990, a physical phenomenon called creep had caused the midline of the bridge to sag 1.2 meters, causing discomfort to drivers and concern for officials. The Palau government commissioned two studies by Louis Berger International and Japan International Co-operation Agency. They both concluded that the bridge was structurally safe as of 1990 though 1m more of creep would occur in the future. Based on the studies, the Palau government decided to counteract the cosmetic damage caused by creep with resurfacing and reinforcement of the bridge.
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.