High School Crane Collapse Essay

683 Words2 Pages

The crane tipped, overturned and fell it’s full length on the south road, south side of the of the building. The crane damaging a historic herb cottage and crushing the cars parked belonging to the contractors working on the site. Luckily no one was seriously hurt though the crane operator was taken to the hospital with minor injuries.

Work force from the Baltimore/Washington, DC Area Office (BWAO) of the Occupational. Safety and Health Administration (OSHA) arrived at the scene within hours of the occurrence. The OSHA examination began not long after the fall and included interrogating with witnesses, taking photos and asking for specialised data from the general contractor. Upon the arrival of the occurrence, the OSHA Regional Administrator …show more content…

For the program to be viewed it requires a special software to download the data recordings which was purchased after several weeks of negotiations between the interested parties. The data recording of the last 16 minutes was viewed before the collapse that is:
10.44am: The crane was unloading the cantilevered steel beam on the cathedral roof positioned towards the north. During this time the boom was at an angle of 81 degrees to the horizontal and the jib was approximately 51 degrees. That angle was maintained until approximately four minutes before the collapse. After unloading the material, it started raining so the operator swung the crane counterclockwise to the west without carrying any load in about six minutes.
10.50am: The crane had no load, the jib was raised to approximately 63 …show more content…

Because the crane operator denies it. The operation started again, the boom was maintained approximately 81 degrees.
10.58am: The jib was further lowered to 4 degrees and the boom to 70 degrees.
11.00am: the boom recorded approximately 64 degrees with jib at nearly horizontal.

It was said that certain information found in the data logger was inaccurate in regard to the the total support, working radius, the permissible load prior to collapse and the telescopic boom length. We do not know if this occurred due to the crane software or the flaws in the special software.
The crane operator says that due to a thunderstorm with heavy rain and lightning near the tip of jib his visibility was very limited and could not see it. He also argues that due to 12- part pulley it took approximately 20 minutes to telescope the boom inwards. Instead, he lowered lowered the boom to approximately 68 degrees and also the jib to near zero degrees to avoid lightning and thunderstorm. Then, he was waiting for the storm to pass by. As he was waiting, the crane began to overturn. For the investigation analysis it shows that if he could maintain the jib at 22 degrees and the boom at 81 degrees, the incident would have never happened, despite the raging

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