G
Guest

Method Statement: Artificial Ground Freezing for Cross Passage Construction Between Running Tunnels inspection and test plan example.

Inspection and Test Plan for Method Statement: Artificial Ground Freezing for Cross Passage Construction Between Running Tunnels

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

Published 02 Jul 2026 Rev. 00 4 views
About this ITP: This ITP defines inspections and tests for ground freezing of a tunnel cross passage, including drilling, grouting, brine system pressure tests, thermal monitoring, and closure verification before excavation.

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 safety-critical stages of freezing and excavation, ensuring the frozen wall achieves design performance prior to opening works.

Who uses this inspection and test plan

Contractor QA/QC, Geotechnical Freezing Specialist, Engineer/Independent Checker, and the Tunnel Operator for key hold/witness points.

When this ITP is prepared and submitted

From mobilisation through drilling, grouting, installation, freezing, closure verification, excavation, primary lining, and controlled thaw/demobilisation.

Who receives or approves this ITP

The ITP is usually submitted to the client representative, consultant, resident engineer, or project management consultant for review and approval before the related work activity starts.

Inspection scope

Permits and pre-starts, drilling alignment, annular grouting properties, manifold pressure testing, thermistor commissioning, freezing performance, closure verification, excavation QA, and thaw approval.

Typical hold, witness, and review points

HP-1 Manifold pressure test; HP-2 Pre-freezing readiness; HP-3 Freeze closure verification; WP-1 Pilot breakthrough; HP-4 Controlled thaw approval.

Typical inspection records

PTWs, drilling logs, deviation/as-built surveys, grout tickets/tests, pressure test certificates, thermistor logs, daily freeze reports, closure certificate, shotcrete QA, and handover dossier.

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 and Permits PTW verification, emergency drill record All permits approved; emergency drill completed; toolbox talks held PC / HSE PTW, Briefing Records
Survey Set-out of Pipe Collars Check against design coordinates Within ±10 mm relative to control [Verify] Surveyor Set-out Report
Coring Through Tunnel Lining Visual and leak check No uncontrolled inflow; penetration sealed; collar within tolerance Drilling Foreman / QA Coring Log, Photos
Freeze Hole Drilling Deviation survey (gyro/inclinometer) Exit within ±75 mm of target or ≤1% deviation [Verify] Drilling Foreman / Engineer Deviation Report
Freeze Pipe Installation Dimensional position check Spacing/elevation/inclination within design tolerances Freezing Specialist / QA As-Built Survey
Annulus Grouting Grout density/flow; cube tests Bleed <2%; UCS 1–3 MPa @ 7 d; continuous return or top-up Grout Supervisor / QA Grout Tickets, Test Results
Manifold/Header Pressure Test Hydrostatic test per ASME B31.5 1.5× design pressure, hold ≥30 min, no leaks/pressure loss Piping Supervisor / QA Pressure Test Certificate
Thermistor Commissioning Channel verification; calibration spot-check Reading within ±0.2°C of reference; baseline logged I&M Engineer Commissioning Report
Pre-Freezing Readiness Review Checklist review All preconditions met; NCRs closed Freezing Lead / Engineer Pre-Freezing Checklist
Freezing Plant Startup Performance test (temps/flows/ΔT) Within ±10% of design; no leaks Refrigeration Supervisor Startup Log
Freeze Front Monitoring Temperature trend/alarms review Model vs. measured variance within agreed band [Verify] I&M / Freezing Lead Daily Freeze Report
Closure Verification Thermistor mapping; back-analysis Target isotherm encloses profile with design thickness for hold time Freezing Lead / Engineer / Independent Checker Closure Certificate
Pilot Break-through Visual inflow; temp; convergence No inflow; temps stable; deformation within limits Tunnel Superintendent / Engineer Pilot Report
Excavation and Primary Lining Shotcrete QA; convergence readings Support to design; strength tests pass; convergence within limits Tunnel Superintendent / QA ITRs, Monitoring Logs
Controlled Thaw Approval Review temps and lining strength Primary lining properties achieved; no leakage on partial thaw Engineer / Freezing Lead Thaw Approval Memo

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

Hold points require Engineer/Independent Checker approval to proceed. Works cannot continue past a hold point without a signed release.

Thermistors logged continuously (typically 5–15 min intervals) with daily engineer reviews; alarm thresholds trigger immediate response [Verify per project specifications].

Issue of a Closure Certificate confirming the target isotherm fully encloses the cross passage profile with the design wall thickness for the specified hold time, and all monitoring is within trigger limits.

Related method statement

This Inspection and Test Plan is associated with the Method Statement: Artificial Ground Freezing for Cross Passage Construction Between Running Tunnels 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: Artificial Ground Freezing for Cross Passage Construction Between Running Tunnels method statement →

Related resources