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Method Statement – Heavy-Duty Polyethylene (HDPE) Vapor Barrier Installation Below Concrete Slab-on-Grade inspection and test plan example.

Inspection and Test Plan for Method Statement – Heavy-Duty Polyethylene (HDPE) Vapor Barrier Installation Below Concrete Slab-on-Grade

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

Published 20 Jun 2026 Rev. 00 3 views
About this ITP: Defines inspections for materials, subgrade, sand blinding, seams, perimeters, penetrations, repairs, and pre-pour hold points for HDPE vapor barrier works.

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 the vapor barrier is continuous, compliant with ASTM E1643/E1745, and protected until concrete placement.

Who uses this inspection and test plan

QA/QC engineers, site engineers, foremen, and the Client/Engineer for witnessing and acceptance.

When this ITP is prepared and submitted

Throughout the activity: at material receipt, after substrate prep, during installation, and at final pre-pour inspection.

Who receives or approves this ITP

Engineer/Client Representative for approvals per project QA plan.

Inspection scope

Material verification, substrate acceptance, sand blinding level checks, seam overlaps/tape adhesion, perimeter and penetration seals, repair verification, and final sign-off.

Typical hold, witness, and review points

HOLD: Subgrade acceptance; Repair verification; Pre-pour final. WITNESS: Seam installation; Penetrations; Perimeter terminations. [Verify per project ITP].

Typical inspection records

MIR/IR approvals, checklists, photos, repair logs, penetration logs, survey sheets, calibration certificates, as-built markups.

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 receipt – HDPE rolls, tape, mastic Check COA/COC vs ASTM E1745 Class and thickness Material matches approved submittal; Class A where specified; no damage QA/QC Engineer MIR; COA; delivery notes
Subgrade acceptance Visual; level survey; density tests if specified Compaction ≥95% MDD; level ±15 mm; dry/clean [Verify] Site Engineer / QA/QC IR; density & survey reports
Sand blinding installation 3 m straightedge, spot levels Thickness 10–25 mm; deviation ≤10 mm; smooth, free of sharp particles Site Engineer / Surveyor Checklist; survey sheet
Barrier layout and seams Check overlap and tape consolidation Overlap ≥150 mm; tape continuous; no fish-mouths/gaps QA/QC Engineer QC checklist; photos
Perimeter upturn and terminations Visual Continuous seal to vertical surfaces; termination secure QA/QC Engineer Checklist; photos
Penetrations sealing Visual 360° seal; adhesion check Boot/patch extends ≥150 mm; no gaps; mastic/tape per TDS QA/QC Engineer / Engineer Penetration log; photos
Damage/repair verification 100% visual; adhesion check on repairs No unpatched damage; repairs fully bonded QA/QC Engineer IR; repair log; photos
Pre-pour final inspection Checklist; walkdown Continuous, clean, intact barrier; access protections in place QA/QC Engineer / Engineer IR; sign-off; 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

No lab tests are typically performed on site. Conformance is demonstrated by manufacturer certifications and field inspections per the ITP.

Not recommended. ASTM E1643 practice calls for robust lapped and sealed seams; 150 mm is a common minimum. Use project-specified values.

The Contractor’s QA/QC Engineer and the Engineer/Client Representative sign off after verifying continuity and protection of the barrier.

Related method statement

This Inspection and Test Plan is associated with the Method Statement – Heavy-Duty Polyethylene (HDPE) Vapor Barrier Installation Below Concrete Slab-on-Grade 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 – Heavy-Duty Polyethylene (HDPE) Vapor Barrier Installation Below Concrete Slab-on-Grade method statement →

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