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Method Statement: Invert Concrete Pour in Tunnel (Mass Concrete, Low-Heat Mix, Curved Formwork, Ventilation & Drainage Inserts) inspection and test plan example.

Inspection and Test Plan for Method Statement: Invert Concrete Pour in Tunnel (Mass Concrete, Low-Heat Mix, Curved Formwork, Ventilation & Drainage Inserts)

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

Published 11 Oct 2026 Rev. 00 1 views
About this ITP: This ITP governs inspections and tests for tunnel invert mass concrete pours, covering materials, formwork, inserts, fresh concrete tests, thermal monitoring, tolerances, curing, and drainage checks.

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 define hold/witness points, testing requirements, and acceptance criteria ensuring the invert meets structural and durability requirements.

Who uses this inspection and test plan

Contractor QA/QC, Site Engineers, Independent Lab, and the Engineer/Employer's Representative.

When this ITP is prepared and submitted

From pre-construction submittals through pre-pour checks, during placement, and up to final acceptance.

Who receives or approves this ITP

Engineer/Employer's Representative for review and approval.

Inspection scope

Covers materials approval, set-out, subgrade/blinding, waterproofing interfaces, drains/inserts, formwork, fresh/hardened concrete quality, thermal behavior, geometry, and curing.

Typical hold, witness, and review points

Hold: set-out verification, formwork/waterstops, pre-pour permit. Witness: drainage/inserts, fresh concrete tests, finish/geometry, thermal monitoring, curing.

Typical inspection records

Submittal approvals, IRs, checklists, batch tickets, test reports, thermal logs, permits, as-built surveys, NCR/CAR records.

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
Material approvals (concrete, waterstops, curing compounds, sensors) Review certificates, mix design, SDS Approved submittals and certificates current QA/QC / Engineer Submittal approvals, certificates
Survey set-out Independent check of line/level Within ±5 mm pre-forms [Verify] Surveyor / Engineer Survey report, IR
Subgrade/blinding inspection Visual, level check; density test if applicable Level ±10 mm; bearing/density per spec QA/QC / Engineer IR, test reports
Waterproofing/protection (if applicable) Spark/holiday test if specified No damage; laps/terminations per spec QA/QC / Waterproofing Subcontractor / Engineer IR, photos
Drainage layout and gradient Level checks; flow test Gradient within ±0.1%; outlets clear Drainage Team / QA/QC / Engineer IR, test log
Ventilation/MEP inserts position Dimensional survey Position ±5 mm; plumb ±0.5° MEP Coord. / QA/QC / Engineer IR, survey sheet
Formwork & waterstops Visual and dimensional checks Alignment ±10 mm; waterstop centered ±10 mm TWC / QA/QC / Engineer Permit-to-Load, IR
Pre-pour (Permit-to-Pour) Checklist incl. access, lighting, ventilation, pump lines All preconditions satisfied; permit issued QA/QC / Engineer / HSE Signed checklist, permit
Fresh concrete tests (each truck) ASTM C172, C143, C1064, C231/C173 (if specified) Within approved mix tolerances [Verify] QA/QC / Independent Lab Test results, batch tickets
Placement & compaction Layer height, vibration technique Layer ≤400 mm; no segregation/honeycombing Foreman / QA/QC / Engineer Pour log, photos
Thermal monitoring Thermologger data review Core ≤65–70°C; ΔT ≤20°C [Verify] QA/QC / Engineer Temp logs, reports
Finish and geometry Levels, 3 m straightedge Level ±10 mm; SR ≤10 mm over 3 m; gradient ±0.1% QA/QC / Engineer QA sheet, IR
Curing application Coverage/continuity Curing maintained ≥7 days [Verify] Foreman / QA/QC Curing log, photos
Strength tests ASTM C39 / EN 12390-3 ≥ design f'c at 28 days Independent Lab / QA/QC Lab reports
Drainage function test Water/ball test No ponding >5 mm; free discharge to sump/outlet Drainage Team / QA/QC / Engineer IR, photos

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

Typically one set per 50 m³ or per pour, with at least one set per day unless project specifications state otherwise.

A minimum of four (core and surface locations) is typical, but exact numbers and positions must be verified with the thermal control plan.

Related method statement

This Inspection and Test Plan is associated with the Method Statement: Invert Concrete Pour in Tunnel (Mass Concrete, Low-Heat Mix, Curved Formwork, Ventilation & Drainage Inserts) 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: Invert Concrete Pour in Tunnel (Mass Concrete, Low-Heat Mix, Curved Formwork, Ventilation & Drainage Inserts) method statement →

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