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Method Statement: Installation of Precast Concrete Kerbs and Flush Edgings inspection and test plan example.

Inspection and Test Plan for Method Statement: Installation of Precast Concrete Kerbs and Flush Edgings

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

Published 10 Jul 2026 Rev. 00 2 views
About this ITP: Structured ITP for precast kerbs and edgings with defined hold/witness points, tests, acceptance criteria, and records.

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 verify that kerb installation meets design, standards, and durability requirements through planned inspections and tests.

Who uses this inspection and test plan

Site engineers, QA/QC staff, supervisors, and the Engineer/Client representative.

When this ITP is prepared and submitted

From pre-works permits through final survey and handover, applied continuously during installation.

Who receives or approves this ITP

Engineer/Client Representative for review and acceptance per contract.

Inspection scope

Permits and TMP, materials, formation compaction, concrete bedding/haunching, kerb line/level, joints, curing, and final acceptance.

Typical hold, witness, and review points

Permit to Dig (H), first 10 m kerb alignment (H), concrete slump (W), expansion joints (W), final survey (H).

Typical inspection records

Permits, IRs, delivery tickets, slump sheets, cube results, density tests, check sheets, as-built survey, photos.

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-works permits and TMP Permits verified; TMP in place Approved Permit to Dig; approved TMP implemented. PM / HSE / Engineer Permits, TMP checklist
Materials – kerbs and joint filler Visual/dimensions; certs Conform to BS EN 1340; filler per ASTM D1751/EN 14188 compatibility. QA/QC IR, delivery tickets, DoP/CoC
Formation preparation/compaction In-situ density ≥95% MDD or as specified. QA/QC / Foreman Density test reports, IR
Concrete bedding – delivery and slump Slump, temperature Slump S3 (100–150 mm); temperature 5–30°C [Verify]. Materials Eng. / QA/QC Slump sheets, tickets
Kerb placement – initial section Line, level, upstand, joints Line ±10 mm/10 m; level ±6 mm; upstand ±5 mm; joint 2–5 mm. Engineer / QA/QC IR, check sheet
Expansion/movement joints Spacing, thickness, continuity 10–20 mm filler; spacing 10–20 m and at returns; full-depth. QA/QC IR, photos
Back-haunching concrete Dimensions, continuity Thickness ≥150 mm; 2/3–3/4 height; neat, void-free. QA/QC IR, photos
Concrete curing and protection Curing method check Curing applied for ≥48 h or per spec; protected from early traffic. Foreman / QA/QC Diary, photos
Final alignment and level survey Survey/straightedge All tolerances achieved; defects rectified. Engineer / QA/QC As-built, IR, punch list closeout

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

Slump and temperature for each delivery; compressive strength cubes at a frequency defined in the spec (e.g., 1 set/50 m³ or weekly).

By survey/offset checks and 3 m straightedge measurements at set intervals (e.g., every 10 m) against defined tolerances.

Yes, where specified; alternatively, testing frequency may be reduced with Engineer approval based on risk and uniformity [Verify].

Related method statement

This Inspection and Test Plan is associated with the Method Statement: Installation of Precast Concrete Kerbs and Flush Edgings 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: Installation of Precast Concrete Kerbs and Flush Edgings method statement →

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