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1. Table 3.1 lists additional causes in light of more recent events. They may be identi ed on the basis of old and new technology. Additional causes of failures may be listed as: Joints and connection failures (I-35W bridge failure in Minnesota) Tornados and hurricanes (Louisiana disaster from Hurricane Katrina) Bomb blast and vandalism (a bridge collapse in Manchester, New Hampshire and the 1992 A406 yover in England) Ice damage (author s structural solutions as structural engineer for timber fender collapse at the navigable Delaware and Raritan River bridges for the New Jersey Turnpike Authority) Earthquake damage to bridges in Pakistan (author was a member of the U.S. AID Team which compiled a reconstruction report after the 2005 earthquake) Scour collapse of Peckman s River Bridge from Hurricane Floyd (the six-lane collapsed bridge on Route 46 was replaced with an integral abutment bridge, using deep pile foundations and shielded with sheet piling). 2. Failures during construction and due to earthquakes have been much higher than those shown by the earlier studies and need to be taken seriously in designing for construction loads or for seismic events. 3. Design and detailing errors need to be minimized with QA/QC procedures and checking. 4. In the past, less attention has been paid to extreme events and construction conditions. However, AASHTO LRFD Bridge Design Speci cations have included both extreme events and construction loads in design. Further research is needed in these relatively new disciplines.

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Function Performs full troubleshooting down to faulty components on circuit boards. Can carry out a full calibration and test to the same specifications as the original manufacturer. Performs testing (manual and automated) to trace fault to a replaceable module or circuit board. Failures passed to Level 1 for repair. Can perform some recalibration. Automated testing that checks basic mobile performance. Failures are passed to Level 2 or Level 3 for repairs.