Install Horizontal Bentonite Sheets: QA Field Checklist

The checklist

Pre-Installation Verification

1. 1Confirm approved product submittals, installation instructions, and SDS on site; verify sheet and accessory lot numbers match delivery tickets; obtain written approval to proceed.
2. 2Verify weather window: no precipitation forecast during installation and until temporary cover in place; wind < 10 m/s. Record thermometer, hygrometer, and anemometer readings; save forecast screenshots.
3. 3Inspect slab: broom-dry, clean, and sound; no standing water; remove loose laitance. Check levelness with a 3 m straightedge; deviations ≤ 10 mm. Photograph locations with straightedge and scale.
4. 4Confirm access and safety: edge protection, fall arrest where required, exclusion zones, and lighting. Record toolbox talk attendance and JSA signatures before work begins.

Substrate Preparation

1. 5Grind or chip off sharp protrusions > 5 mm; fill voids > 10 mm with non-shrink grout. Cure per approved project specifications and authority requirements. Photograph before/after repairs.
2. 6Sweep and vacuum the slab to remove fines and debris; no loose particles > 2 mm remaining. Capture wide-angle cleanliness photos and close-ups at corners and around drains.
3. 7Apply primer/adhesion layer where specified; target coverage 0.2–0.4 L/m² at 10–30 °C. Record product, batch, ambient/ substrate temperatures, and coverage calculations with photos.
4. 8Create temporary drainage falls where needed; achieve ≥ 1% slope toward drains/sumps using screed or patch. Verify with a digital level; record readings and marked arrows on slab.

Sheet Placement & Overlaps

1. 9Snap chalk lines and set control references; place first course square to datum. Alignment tolerance ± 10 mm over 3 m. Photograph first course lines and start panel.
2. 10Maintain overlaps: longitudinal ≥ 150 mm; end laps ≥ 300 mm. Measure with tape at every 3 m; photograph each measurement showing the scale.
3. 11Stagger end laps ≥ 300 mm between adjacent runs; avoid four-corner intersections. Mark offsets on sheets and sketch on as-built; capture photos of staggered pattern.
4. 12Eliminate wrinkles and fishmouths > 10 mm by lifting and re-laying; roll with a 30–50 kg flooring roller for consolidation. Photograph corrected areas.

Fasteners & Seaming

1. 13Fix sheets to slab with corrosion-resistant fasteners and 35–50 mm washers: 300 mm centers along laps, 600 mm in field (unless specified otherwise). Record tool setting, counts per m², and photo evidence.
2. 14Apply bentonite paste or strip continuously along laps; bead 10–15 mm thick, uninterrupted around corners and terminations. Take close-up photos every 2 m showing continuous bead.
3. 15Inspect laps with light probing; no openings > 2 mm permitted. Perform three spot peel checks per 100 m²; document locations, observations, and corrective action if gaps found.
4. 16Protect exposed fastener heads and cut edges in wet zones with bentonite mastic; continuous coverage, no pinholes. Photograph representative coverage.

Penetrations & Terminations

1. 17Cut sheets tight to penetrations; maintain a 10–15 mm annulus and infill with bentonite mastic. Install collar/patch with ≥ 300 mm overlap all around. Photo with tape measure.
2. 18For round pipes, install preformed collar or wrap and double-seam; apply stainless clamp where specified and torque 5–8 N·m. Record clamp size and torque reading.
3. 19At drains/sumps, recess or prepare flange; lap sheets ≥ 300 mm onto flange; add bentonite granules at 0.5–1.0 kg/m around throat. Photograph before covering.
4. 20At slab edges, upturn sheets ≥ 150 mm against formwork/curb; fix termination bars at 200 mm centers and seal top edge with mastic. Photo of bar spacing and sealant bead.

Hydration Control & Protection

1. 21Prevent premature hydration: cover installed areas with polyethylene sheeting ≥ 0.2 mm during breaks/rain; sandbag edges. No standing water allowed. Log weather and take overview photos.
2. 22Install protection boards (HDPE/cementitious) over sheets before reinforcement or traffic; tight-butt joints, staggered, 100% coverage. Photograph representative areas and board labels.
3. 23Coordinate concrete placement per approved project specifications and authority requirements; monitor for sheet displacement during pour and stop to correct if movement occurs. Document first-pour checks with photos and pour logs.
4. 24Complete closeout: upload photos, measurements, and batch/lot numbers; record approvals; finalize digital signatures with QR-authenticated checklist export to PDF/Excel.

Preview the printable checklist

Preview page one below. Open the image or download the PDF for all pages.

At a glance

• Control risk at the source with measurable lap widths, fastener spacing, and penetration collars that create continuous barriers. Document evidence with photos, gauge readings, and lot numbers to support approvals and future warranty submissions.
• Reduce rework by sequencing substrate prep, sheet placement, seaming, and protection boards. The checklist defines tolerances for alignment, staggered end laps, and termination bars, so supervisors can verify workmanship quickly and consistently across multiple crews.
• Interactive online checklist with tick, comment, and export features secured by QR code. Capture issues in real time, assign actions, and create a signed, time-stamped record that’s easily shared with stakeholders and archived for audits.
• Improve pour-day outcomes by managing hydration risk. Weather windows, temporary polyethylene coverings, and field moisture observations keep the bentonite dry until concrete placement, minimizing seam washout and displacement under reinforcement or site traffic.

How to Use This Interactive Horizontal Bentonite Sheet Checklist

1. Preparation: Assemble sheets/GCL panels, primers, mastic, bentonite granules, fasteners with 35–50 mm washers, protection boards, 30–50 kg roller, utility knives, chalk line, 3 m straightedge, digital level, anemometer, hygrometer/thermometer, camera, PPE (gloves, eyewear, hearing, fall arrest).
2. Project setup: Open the checklist, enter project, area, date, weather, and team. Attach approved submittals and manufacturer instructions to the record.
3. Start interactive mode: Assign item owners, due times, and acceptance criteria. Enable photo capture and geotagging for each step.
4. Execute checks: Tick items as you verify, measure tolerances, and record batch/lot numbers. Add close-up photos and sketches to comments.
5. Issue management: Use comments to log nonconformances, tag responsible parties, and upload corrective-action photos before closing items.
6. Export: Generate a commentable report and export as PDF/Excel with embedded photos, measurements, and item status.
7. Sign-off: Collect digital signatures from contractor, inspector, and client. Verify QR authentication on the final report.
8. Archive and share: Store the signed checklist in your project system and share the QR-secured link with stakeholders.

Overlaps, Alignment, and Fastening That Survive Pour Day

Horizontal bentonite sheets perform when overlaps are generous, consistent, and well-consolidated. Establish datum lines so the first course is square; even a small skew compounds into misaligned laps and fishmouths later. Hold longitudinal laps at least 150 mm and end laps at least 300 mm, then stagger end laps to avoid four-corner build-ups. Use a 30–50 kg roller to flatten sheets and seat bentonite at seams. Fasten with corrosion-resistant anchors and 35–50 mm washers—tighter patterns at laps than in the field—to limit edge lift under foot traffic and bar placement. A quick light-probe and peel check confirms there are no gaps exceeding 2 mm, while close-up photos every few meters prove continuity. These habits produce stable seams that resist flushing when concrete hits and vibration begins, greatly reducing leak paths and callbacks.

• Hold laps: 150 mm longitudinal, 300 mm end laps minimum.
• Stagger end laps ≥ 300 mm; avoid four-corner intersections.
• Roll seams with a 30–50 kg roller for consolidation.
• Fasten laps at 300 mm centers; field at 600 mm.
• Probe laps; no openings greater than 2 mm.

Penetrations and Terminations: Small Details, Big Consequences

Penetrations concentrate risk, so cut sheets tight and create a controlled annulus for bentonite mastic. Add a collar patch with at least 300 mm overlap around the penetration, and use preformed collars or wraps for round pipes. Where specified, stainless clamps provide uniform pressure; record torque to 5–8 N·m to prove it. At drains and sumps, bendonite granules fill irregularities around throats before cover, and sheets should lap onto flanges for reliable continuity. At slab edges, upturn at least 150 mm and secure termination bars at 200 mm centers, then cap with mastic to block surface water ingress. Thorough photos with a scale at each detail build trust and avoid hidden discontinuities that only show up after flooding or service.

• Tight cuts with 10–15 mm mastic-filled annulus.
• Collar patches overlapping ≥ 300 mm all around.
• Clamp collars where required; torque 5–8 N·m.
• Upturn ≥ 150 mm; termination bars at 200 mm centers.
• Document with close-up photos and measurements.

Hydration Control and Protection Boards Before Reinforcement

Bentonite must stay dry until it is confined. Plan a weather window and be ready with polyethylene sheeting to cover work during breaks or rain. Standing water dissolves seams and migrates fines, so pump or squeegee immediately and verify the surface is dry to touch before resuming. Protection boards distribute loads from reinforcement and foot traffic, preventing punctures and lap displacement. Tight-butt joints and staggered patterns keep boards from telegraphing gaps into the system. Monitor the initial concrete placement to ensure no sheet movement; correct any displacement immediately. Keep a log of weather readings, photos, batch numbers, and pour notes—these traceability records simplify approvals and protect the project during commissioning and warranty reviews.

• Cover with ≥ 0.2 mm polyethylene during exposure.
• Remove standing water; resume only when surface is dry.
• Install continuous protection boards before traffic.
• Monitor first pour; correct any movement immediately.
• Maintain weather and batch documentation.