- Design the piling platform to support the specific rig and crane to be used.
- Assess ground bearing capacity beneath the platform at each rig position.
- Construct the platform with compacted granular fill on a prepared formation.
- Record the platform on the Temporary Works Register with design check certification.
- Extend the platform beyond the rig footprint for safe access around the machine.
- Install drainage to prevent standing water softening the platform surface.
- Inspect the platform before the rig arrives and regularly during piling operations.
- Brief the piling contractor on the platform limitations and access arrangements.
- Monitor the platform for settlement, softening, and rutting during operations.
- Repair any damage to the platform surface before allowing the rig to continue.
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- DON'T allow a piling rig onto a platform that has not been engineered for its weight.
- DON'T assume the ground can support the rig without a bearing capacity assessment.
- DON'T construct platforms by spreading material without following the engineered design.
- DON'T omit the platform from the Temporary Works Register — it is a designed structure.
- DON'T make the platform too small — the rig needs safe access space on all sides.
- DON'T allow water to accumulate on the platform — it destroys the bearing capacity.
- DON'T let the rig onto the platform without an inspection confirming it is adequate.
- DON'T assume the piling contractor will check the platform — it is the main contractor's duty.
- DON'T ignore settlement or soft spots that develop during piling operations.
- DON'T continue piling on a damaged platform — repair it before the rig moves again.
See also: Piling Safety Awareness | Temporary Works Register
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