Construction & trades
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Free Piling ITP Generator
Generate a complete Inspection & Test Plan for piling works in seconds. Covers driven piles, bored piles, CFA piles, pile integrity testing, and load testing — with hold points for toe level verification and load test sign-off.
- Piling-specific hold points and witness points
- Aligned with relevant Australian Standards
- Sign up free to download your PDF
- Save to your workspace and use on every project
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Background
What is a Piling ITP?
A piling ITP defines the inspection and testing requirements for foundation piling — including driven piles, bored piles, continuous flight auger (CFA) piles, and micropiles. It covers installation parameters, integrity testing, and load testing to ensure the pile foundation meets the geotechnical engineer's design requirements.
Piling is a high-risk trade where defects are entirely concealed underground. A pile that doesn't reach design toe level, has a neck in the shaft, or fails to achieve the required capacity can only be detected through testing — not visual inspection. This makes the ITP and its associated test records absolutely critical.
In Australia, piling ITPs reference AS 2159 (Piling — Design and Installation) and the project geotechnical report. The ITP should be reviewed by the geotechnical engineer before piling commences.
Quality checkpoints
Piling ITP Hold Points & Witness Points
The AI generator automatically includes these checkpoints based on your scope description. Hold points require mandatory sign-off before work proceeds; witness points notify the relevant party but don't stop work.
Hold Points
Work stops until signed off
- Pile set-out and positional survey verification
- Pile toe level or founding stratum confirmation
- Pile integrity test results review
- Static or dynamic load test sign-off
Witness Points
Party notified, work can continue
- Rig set-up and drilling parameter monitoring
- Reinforcement cage installation
- Concrete supply and tremie placement
- Pile cut-off level inspection
Applicable Australian Standards
- AS 2159 — Piling — Design and Installation
- AS 1726 — Geotechnical Site Investigations
Audit-grade evidence
GPS & weather captured at every piling sign-off.
Generating a piling ITP gets you a checklist. Defending it years later in a defect claim is a different problem. HoldPoint records the inspector's GPS coordinates and the live weather — temperature, humidity, wind, and sky condition — at the moment they sign each hold point. The data prints on the final PDF under the signature.
Temperature on record
Pour temp, ambient, and curing window — automatically logged.
Humidity & wind
Critical for paint, coating, and curing claims under AS standards.
Lat / lng + map link
Proof the inspector was actually on site, not signing from the office.
Available on every paid HoldPoint plan. The free generator gives you the ITP — HoldPoint gives you the defensible record.
Common questions
Piling ITP — Frequently Asked Questions
- What pile testing is required in a piling ITP?
- Testing requirements depend on the risk classification per AS 2159, but typically include pile integrity testing (PIT/sonic echo) on a percentage of piles (often 100% for bored piles) and static or dynamic load testing on a specified number of piles. The ITP should define the testing method, the acceptance criteria, and the hold point for results review before cap construction.
- What records should the piling ITP capture?
- For each pile: pile ID, date and time of installation, pile type and dimensions, founding depth or toe level, installation parameters (e.g. driving records for driven piles, torque and depth for CFA), concrete volume and mix design, reinforcement cage details, and any integrity or load test results. GPS coordinates of each pile position are increasingly required.
- Is a geotechnical engineer's sign-off required?
- Yes, for most commercial projects. The geotechnical engineer typically reviews pile installation records and integrity test results to confirm that the piles meet the design intent. This is usually a hold point in the ITP — pile caps and ground beams cannot be constructed until the geotechnical engineer has signed off the pile records.
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