Inspection and Test Plan for Method Statement: Bulk Earthworks for Construction Platform Preparation (Cut/Fill, Compaction, Survey Control, QA/QC)
AI-assisted inspection and test plan connected to a method statement, with PDF and Excel export.
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 earthworks meet specified strength, density, and level tolerances before foundations commence.
Who uses this inspection and test plan
Contractor QA/QC, Site Engineers, Surveyors, Geotechnical Engineer, and the Engineer/Client’s Representative.
When this ITP is prepared and submitted
From pre-start through each layer placement to final formation handover.
Who receives or approves this ITP
Engineer/Employer’s Representative for review and approval.
Inspection scope
Covers permits, survey control, material approval, proof-rolling, layer placement, moisture/compaction tests, slope checks, and final as-built verification.
Typical hold, witness, and review points
HP1 subgrade proof-roll; HP2 subgrade/first capping; HP3 final formation proof-roll/testing; HP4 as-built and final approval.
Typical inspection records
Permits, calibration certificates, Proctor results, FDT/DCP/CBR/plate load reports, layer registers, survey as-builts, approvals.
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 |
|---|---|---|---|---|
| Pre-start documentation and permits | Permits, utility scans, risk assessments | All approvals in place; controls implemented | Contractor PM / HSE | Approved permits, TBT records |
| Survey control establishment | Calibration records; closed traverse/level loop | Control points verified within tolerance [Verify] | Surveyor / QA | Survey calibration/check reports |
| Topsoil stripping | Visual classification per BS EN ISO 14688 | Topsoil removed to agreed depth; segregated stockpile | Supervisor / Engineer | Daily records, photos |
| Proof-rolling of subgrade (HP1) | Proof-roll observation; DCP spot tests | No pumping/rutting; DCP within agreed range | Supervisor / Engineer | HP1 approval form, map |
| Unsuitable ground treatment | Verification of undercut depth; re-proof-roll/DCP; binder content if stabilized | Remediated area achieves criteria; stable under proof-roll | Supervisor / Geotech / Engineer | Remediation report, test results |
| Material source approval | Proctor results; gradation/Atterberg limits | Meets spec; Proctor curve established | QA/QC / Engineer | Source approval, lab certificates |
| Layer placement and moisture conditioning | Layer thickness checks; moisture spot tests | Uniform layer; moisture within −2% to +2% OMC [Verify] | Supervisor / QA/QC | Layer register, moisture logs |
| Compaction testing per layer | ASTM D6938/D1556 density; DCP as required | ≥95%/≥98% MDD as specified; retest passes | QA/QC Lab / Engineer | FDT reports, test summary |
| Subgrade/first capping lift approval (HP2) | Review of tests and visual inspection | All criteria met; authorization to proceed | Engineer | HP2 approval |
| Slope trimming and stability check | Survey spot checks; visual stability inspection | Slopes within design; no tension cracks/rilling | Supervisor / Engineer | Inspection record |
| Final formation proof-roll (HP3) | Proof-roll; DCP; plate load/CBR if specified | No deformation; Ev2/CBR as specified [Verify] | QA/QC / Engineer | HP3 certificate, test reports |
| As-built survey and documentation (HP4) | Survey report vs design levels/tolerances | ±20 mm RL; crossfall 1%–3%; straightedge ≤15 mm | Surveyor / QA/QC / Engineer | As-built drawings, HP4 approval |
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
Related method statement
This Inspection and Test Plan is associated with the Method Statement: Bulk Earthworks for Construction Platform Preparation (Cut/Fill, Compaction, Survey Control, QA/QC) 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: Bulk Earthworks for Construction Platform Preparation (Cut/Fill, Compaction, Survey Control, QA/QC) method statement →