Inspection and Test Plan for Method Statement — Shallow Isolated Pad Footing Construction
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 control quality and ensure objective evidence that footing works meet design and specification requirements.
Who uses this inspection and test plan
Contractor site engineers, QA/QC staff, consultants, and third-party laboratories.
When this ITP is prepared and submitted
From setting out through backfilling and as-built survey, with hold and witness points at critical stages.
Who receives or approves this ITP
Consultant/Engineer for review and approval prior to works.
Inspection scope
Covers setting out, excavation/formation, blinding, rebar and formwork, concrete receipt/placement, curing, and backfilling.
Typical hold, witness, and review points
Hold: Formation approval; Rebar/Formwork; Pre-pour release. Witness: Fresh concrete tests; Backfill density tests.
Typical inspection records
ITRs, IRs, delivery tickets, material approvals, calibration certs, test reports, pour cards, curing logs, and as-built surveys.
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 |
|---|---|---|---|---|
| Setting Out | Level and coordinate checks | Plan ±10 mm; level ±5 mm [Verify] | Site Engineer / Surveyor | Survey report; ITR-SO-01 |
| Excavation to Formation | Visual/level checks; formation probe | Level ±10 mm; bearing stratum approved; dry/clean | Site Engineer / Geotechnical (as req.) | ITR-EX-01; photos |
| Dewatering (if any) | Discharge quality checks (turbidity/pH) [Verify] | No standing water; compliant discharge | Site Engineer | Dewatering log; ITR-DW-01 |
| Blinding Concrete | Slump; temperature | Thickness 50±10 mm; slump within specified; temp 5–35°C [Verify] | QA/QC Engineer | ITR-BC-01; tickets; test reports |
| Rebar Inspection | Bar size/spacing/cover; laps/couplers | Per BBS; spacing ±10 mm; cover 50–75 mm ±10 mm [Verify] | QA/QC Engineer / Consultant | ITR-RB-01; rebar checklist; photos |
| Formwork & Starters (Pad/Pedestal) | Dimensions, plumb, tightness, chamfers | Plan ±10 mm; plumb ±5 mm per 3 m; no gaps | QA/QC Engineer / Site Engineer | ITR-FW-01; check sheet |
| Pre-Pour Release | Pre-pour checklist | All HP cleared; area clean; access and lighting OK | Consultant / Site Engineer | Pour card; ITR-PP-01 |
| Concrete Delivery & Fresh Tests | Slump (each truck), temp (each), air (if spec), density | Within mix design limits; time since batching within allowable [Verify] | QA/QC Engineer | ITR-CN-01; test results; batch tickets |
| Concrete Placement & Vibration | Layer thickness; vibration coverage | No honeycombing/segregation; level ±10 mm | Site Engineer / Foreman | ITR-CN-02; pour log |
| Specimen Making & Curing | Cube/cylinder preparation and curing | Procedures per BS EN 12390/ASTM C39; strengths ≥ fck at 28 d [Verify] | QA/QC / Lab | Lab chain of custody; test reports |
| Curing Application | Coverage rate; timing | Curing commenced promptly; uniform coverage | Site Engineer / Foreman | Curing log; ITR-CU-01 |
| Backfilling & Compaction | In-situ density tests per layer | ≥95% MDD (Std Proctor) and moisture ±2% OMC [Verify] | QA/QC Engineer / Site Engineer | ITR-BF-01; density test reports |
| As-Built Survey | Level and coordinates | Within project tolerances [Verify] | Surveyor | As-built drawings; report |
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 — Shallow Isolated Pad Footing Construction 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 — Shallow Isolated Pad Footing Construction method statement →Continue with related inspection, method statement, article, and checklist resources.
