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Method Statement: Low-Strain Pile Integrity Testing (PIT) by Sonic Echo Method inspection and test plan example.

Inspection and Test Plan for Method Statement: Low-Strain Pile Integrity Testing (PIT) by Sonic Echo Method

AI-assisted inspection and test plan connected to a method statement, with PDF and Excel export.

Published 20 May 2026 Rev. 00 7 views 6 downloads
About this ITP: This ITP defines inspections, tests, acceptance criteria, and records for low-strain PIT of deep foundations, including hold and witness points.

More than a static template

Unlike a downloadable Word or PDF template, this ITP is an AI-assisted editable starting point directly connected to its method statement. Every inspection activity, hold point, and acceptance criterion is structured and ready to adapt to your project.

  • AI-assisted customization — Tailor inspection activities and acceptance criteria to your specific project scope.
  • Linked method statement — This ITP is connected to the corresponding method statement describing the work sequence.
  • Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
  • Editable starting point, not a final document — Review and verify all content against your project specifications and standards before use.

What you can customize

When you save this ITP to your account, every inspection row becomes editable. You can add, remove, or modify:

  • Inspection activity — Description of what is being inspected.
  • Inspection type — Hold point (H), Witness point (W), Review (R), or Monitor (M).
  • Responsibility — Contractor, subcontractor, engineer, or client.
  • Frequency — How often the inspection occurs.
  • Acceptance criteria — Referenced standard or specification requirement.
  • Records — Forms, test reports, or checklists required as evidence.

Why this ITP is used

To ensure that PIT activities are controlled, witnessed where required, and verified against measurable acceptance criteria.

Who uses this inspection and test plan

Contractor QA/QC, PIT specialist, Geotechnical Engineer, and Client/Engineer’s Representative.

When this ITP is prepared and submitted

Before, during, and after PIT to verify preparation, execution quality, and reporting.

Who receives or approves this ITP

Engineer/Client Representative for approval prior to testing.

Inspection scope

Covers head preparation, equipment calibration, functional checks, trace acquisition, analysis, independent review, and reporting.

Typical hold, witness, and review points

H1: Head preparation; W1: Functional check; W2: Random testing; H2: Review of questionable/defective piles before issuing final report.

Typical inspection records

Approved MS/ITP, calibration certificates, field logs, trace files, analysis plots, photo records, final report, and summary register.

Important approval note

This ITP is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all inspection activities, hold points, and acceptance criteria must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.

Always verify acceptance criteria against your applicable drawings, specifications, and regulatory requirements. Hold points must be confirmed with the relevant authority before work proceeds past that point.

Inspection and test plan

Activity Inspection / Test Acceptance Criteria Responsibility Record
Review of Method Statement and ITP Document review and approval Approved by Contractor and Engineer prior to testing PM / QA-QC Approved MS/ITP
Equipment Calibration Verification Check certificates and serial numbers Valid ISO/IEC 17025 or manufacturer calibration (≤12 months) QA-QC / PIT Specialist Calibration Certificates
Pile Head Preparation Inspection Visual flatness and cleanliness check; straightedge check Flatness ≤ 2 mm over 150 mm; dry; Ø ≥ 150 mm or ≥ 0.3×pile Ø [Verify] QA-QC / Supervisor Pre-Test Checklist; Photos
Functional Check of PIT System Tap test on known block; verify sampling rate/record length Stable baseline; no saturation; correct settings per MS PIT Specialist Daily Function Check
Acquisition of Traces – Each Pile On-screen quality check of each trace set ≥ 10 acceptable traces per pile; SNR ≥ 3:1; cross-correlation ≥ 0.8 [Verify] PIT Specialist / QA-QC Trace Files; Field Log
Data Analysis and Preliminary Classification Time-of-flight calculations; reflection identification Consistent reflections across quadrants; justified wave speed PIT Specialist Analysis Notes; Plots
Independent Technical Review Peer review of flagged piles Agreement on classification or documented rationale Geotechnical Lead / Reviewer Review Sign-off
Final Reporting and Submission Document completeness check Report includes trace plots, interpretations, calibration, summary register QA-QC / PM Final PIT Report; Transmittal

This table is a read-only public reference. Download the PDF or Excel version, or customize this ITP to edit it for your project.

Frequently asked questions

A trace with clear initial pulse, no saturation or double hits, SNR ≥ 3:1, and repeatability with cross-correlation ≥ 0.8 among accepted traces [Verify].

Each pile is classified as Sound, Questionable, or Defective based on trace evidence, consistency across quadrants, and comparison to expected length, with supporting annotated plots.

Related method statement

This Inspection and Test Plan is associated with the Method Statement: Low-Strain Pile Integrity Testing (PIT) by Sonic Echo Method method statement, which describes the step-by-step construction sequence, resources, materials, equipment, safety controls, and environmental controls for this activity.

View the Method Statement: Low-Strain Pile Integrity Testing (PIT) by Sonic Echo Method method statement →

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