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A worker fell about 4 metres after a handrail broke away from its support brackets. He had been standing on the lower access landing of the normally unmanned offshore platform, awaiting transfer from the platform to the support vessel.
The worker struck the starboard aft gunwale of the support vessel before falling into the sea. His personal flotation device (PFD) failed to inflate on contact with water.
The worker was retrieved by the crew of the support vessel and taken to the local medical facility for assessment. He was then flown to a city hospital for treatment of chest injuries and a fractured lower leg.
A general visual inspection (GVI) to assess the structural integrity of the platform top side had been completed about 12 months before the incident and had identified moderate corrosion of the handrails.
Direct
Contributory
In this incident, two control measures failed:
The following actions are recommended.
Steelwork
Although steelwork may be fit for purpose when it is newly installed, the corrosive conditions in the offshore operating environment mean that a more rigorous approach should be adopted when assessing structural integrity. This includes:
Using GVIs alone is not a suitable method for assessing the integrity of steelwork and attachments because it does not allow the structural material thickness to be determined.
Monitoring strategies for structural integrity should include thickness measurements using:
The testing apparatus and a suitable process are not defined in AS 1657 and therefore a suitable process and procedure should be developed, verified and implemented.
Personal flotation devices
The failure of PFDs to inflate due to incorrect installation of CO2 cylinders is common, and has been documented by PFD manufacturers as well as the Australian and US military.
The problem is readily addressed by using a simple checklist to inspect PDFs before they are issued to workers.
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