Page 143 - Urban Construction Project Management
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102    Chapter Five
                            killed 4 workers and injured 30 others. OSHAwas involved in the investigation of the col-
                            lapse and found that the engineer’s design for slab reinforcing bar connections to the main
                            structural wall were not followed and proper shoring was not installed. There were some
                            indications that the contractors were trying to expedite the garage construction in order to
                            meet a March 2004 hotel opening date. Based on the events and subsequent investigations
                            by OSHA, numerous agencies, and consulting firms, the following were the adverse
                            results of this tragic accident:

                            1. Four workers were killed.
                            2. Thirty workers were injured.
                            3. Four construction firms were fined $119,000 by OSHA (maximum under the current
                               guidelines at that time).
                            4. Lawsuits were settled for $101 million (one of the largest settlements for a construc-
                               tion “accident”).
                            5. The project was delayed.
                            6. The garage was reconstructed.


                            This is a tragic example of what can happen when proper safety precautions are not
                            addressed and the contractors do not follow the engineer’s drawings.

                            On March 15, 2008, a crane collapsed in a dense neighborhood of New York City killing
                            seven people (five were from the crane rigging company, one was the crane operator, and
                            one was a woman staying in one of the buildings that was hit by the crane’s tower). The
                            collapse occurred when the riggers were jumping the tower crane and placing the support
                            collar onto the building structure. The collar broke away from the riggers (supposedly due
                            to a faulty $50 nylon sling), slid down the crane’s support tower, and caused the other sup-
                            port collars to break away from the building. The tower crane became unstable and fell
                            into several apartment buildings just south of where the original construction was taking
                            place. Exhibit 5-25A shows part of the crane leaning on an apartment building.

         Exhibit 5-25A
         Crane collapse.
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