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CHAPTER 3                           BRIDGE FAILURE STUDIES AND SAFETY ENGINEERING            79



            to recognize perishable evidence and its potential value. The decisions made will directly
            affect theevidence upon which investigations will depend.
        2. For examination by the judicial process, the design engineer will maintain important records
            for the bridge such as contract documents including feasibility studies, site selection, selec-
            tion of bridge type, and value engineering.
            In particular documents must refer to:
            •   Design criteria used and compliance with AASHTO and state codes
            •   Design assumptions, calculations, and computer output––Evidence of client approval for
              use of computer software
            •  Contract drawings
            •   Special provisions of technical specifications which are not covered by state standard

              specifi cations
            •   Approved shop drawings prepared by contractors
            •   A record of requests for information (RFI) and design change notices (DCN) during
              construction
            •  As-built drawings.

        3.2.3  Methodology for Forensic Analysis
            Accidents at construction sites can often result in serious injuries or death from defective

        or collapsing scaffolds and falls through roofing structures. Other cases include electrocutions,
        ladder injuries, defective machinery (cranes, hoists, conveyors, tractors, forklifts, etc.), malfunc-
        tioning tools, and injuries or death from collapse of walls or fl oors.
            If the failure involves a construction site accident, the investigation will include:
            •  Workplace safety and liability
            •  Compliance with OSHA


            The first steps after failure: Thefirst steps following a collapse are critical (Figure 3.3). The
        structural forensicengineer who is called in following a collapse is responsible for documenting






























        Figure 3.3  Failure of the I-35W bridge in Minneapolis, Minnesota on August 1, 2007.
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