DPM Installation Under Concrete Floors: BS 8102:2022 Guide
Quick Answer: A Damp Proof Membrane (DPM) is required under all new ground-bearing concrete floors to prevent ground moisture and water vapour rising into the building. Approved Document C2 / Section 4 of the Building Regulations requires resistance to moisture, met by 1200 gauge (300 micron) polyethylene sheet to BS 8102:2022 and BS EN 13967, lapped 150mm minimum at joints, with all joints sealed using DPM tape or welt-folded. The DPM must lap into the wall DPC to form a continuous moisture barrier around the building footprint.
Summary
Ground moisture moves upward by capillary action and as vapour. Without a barrier it migrates through concrete (concrete is permeable to vapour), into floor finishes, and ultimately into the room atmosphere. The result is rotted timber floor finishes, lifted vinyl, mould on the back of carpets, and rising humidity that condenses on walls.
A DPM is a continuous sheet that blocks both liquid water and water vapour. The standard UK material is 1200 gauge (300μm) polyethylene, supplied in rolls 4m wide × 25m long. Heavier grades (1500 / 2000 gauge) and specialist materials (radon barrier, gas-resistant) are used where ground conditions demand.
The membrane sits either above the concrete slab (sandwich construction, traditional) or below the slab (modern preference). Both are acceptable; below-slab is more durable, isolates the slab from ground moisture, and is the NHBC default for new build.
Key Facts
- Building Regulations Part C — Site preparation and resistance to contaminants and moisture
- BS 8102:2022 — Code of practice for protection of below ground structures against water from the ground
- BS EN 13967:2012+A1:2017 — Flexible sheets for waterproofing
- BS 8204 parts 1–7 — Screeds, bases and in situ floorings
- Standard polyethylene gauge — 1000 gauge (250μm) minimum acceptable; 1200 gauge (300μm) standard
- DPM tape — double-sided polyethylene tape for joint sealing; 50mm typical width
- Lap width — 150mm minimum at joints; 200mm where dust/contamination likely
- Wall DPC interface — DPM must lap up the wall to meet horizontal DPC at floor level
- Gas barrier — radon-affected areas require specialist membrane (e.g. Radbar 400μm, Visqueen Ultimate); BS 8485:2015 for ground gas protection
- Insulation interface — DPM goes below or above PIR/XPS; check manufacturer for grade-specific guidance
- Roll size — typical 4m × 25m polyethylene; cut to suit footprint
- Sandwich vs underlay — sandwich = DPM on top of slab below screed; underlay = DPM under slab on hardcore
- Tearing risk — polyethylene tears at sharp edges; sand blinding 50mm clean grit over hardcore prevents puncture
Quick Reference Table
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Try squote free →| Application | Membrane Type | Thickness | Notes |
|---|---|---|---|
| Standard new build ground floor | Polyethylene DPM | 1200 gauge (300μm) | Below slab, lap up to wall DPC |
| Sandwich construction (old) | Polyethylene DPM | 1200 gauge | Above slab, below screed |
| Radon protection (Class 1 area) | Gas-resistant DPM | 400μm gas barrier | BS 8485:2015 spec |
| Methane / hydrocarbon ground | Multi-layer gas barrier | Manufacturer spec | NHBC Standards Chapter 4.1 |
| Domestic garage floor | Polyethylene DPM | 1000 gauge minimum | Less critical; still required |
| Heated screed (UFH) | Polyethylene DPM | 1200 gauge | Below insulation; above slab if sandwich |
| Existing slab retrofit | Liquid epoxy DPM | 2 coats per spec | Where sheet cannot be installed |
| Tanking — below ground | Bituminous / cementitious tanking | Multi-coat | BS 8102 Grade 3 |
| Cavity wall DPC interface | DPC 150 gauge polyethylene | Minimum 100mm wide | Lapped with floor DPM |
Detailed Guidance
Build-up sequence — below-slab DPM (modern)
Typical Ground Floor Build-up (Below-Slab DPM)
1. Subsoil — compacted to bearing strata
2. Hardcore — 100-150mm Type 1 sub-base, compacted in layers
3. Sand blinding — 50mm clean sharp sand or pea gravel
4. DPM — 1200 gauge polyethylene; lap 150mm at joints; tape sealed
5. Insulation — PIR/EPS to Part L requirement (typical 100-150mm)
6. Slip layer — separating sheet (often integral to DPM detail)
7. Concrete slab — RC25/30 designed mix, typically 100-150mm
8. Screed (if separate) — typically 65-75mm sand/cement; or anhydrite
9. Floor finish — tile, vinyl, timber, carpet
Build-up sequence — above-slab DPM (sandwich)
Sandwich Build-up (Older Spec / Retrofit)
1. Subsoil compacted
2. Hardcore + sand blinding (as above)
3. Concrete slab — direct on blinding (no DPM yet)
4. Cure slab 28 days
5. DPM — 1200 gauge polyethylene laid on slab
6. Insulation — XPS or PIR
7. Screed — bonded or unbonded
8. Floor finish
Lap and seal
Every joint must be sealed. Two standard methods:
- Welted joint (dry) — fold both edges 150mm together, then fold over once more (z-fold). Provides mechanical seal but not vapour-tight.
- Taped joint (preferred) — 150mm overlap, both surfaces clean and dry, double-sided DPM tape applied, second sheet pressed firmly onto tape. Roll with a sealing roller to expel air.
Where the DPM is to act as a radon/gas barrier, taped joints are mandatory and the tape must be from the same manufacturer as the membrane for compatibility.
Wall DPC interface
The DPM must connect to the horizontal wall DPC to form a continuous barrier. Three common details:
- DPC under floor DPM — wall DPC laid first at mortar joint above the slab level; floor DPM laps up the inside of the wall and over the DPC by 100mm minimum
- DPM under wall DPC — floor DPM turned up at wall and dressed under the wall DPC during bricklaying
- Cavity tray — at cavity walls, DPM laps to the inner skin DPC; cavity tray separately handles cavity moisture
The interface detail is shown on the architect's drawing and inspected by Building Control.
Penetrations
Every penetration through the DPM is a potential leak path. Common ones:
- Soil and waste pipes (typically 110mm uPVC)
- Water supply (MDPE blue pipe)
- Gas service (yellow PE)
- Electrical service cables
The treatment:
- Cut DPM in a cross pattern around the pipe
- Fold the flaps up the pipe
- Tape or use a proprietary collar/flange to seal
- For gas barrier installations, use top-hat or boot-shaped pre-formed seals (e.g. Visqueen)
Insulation position
Building Regulations Part L requires floor U-value of ≤0.18 W/m²K for new build (refer to current ADL). This is typically achieved with 100–150mm PIR insulation. The position of the DPM relative to insulation matters:
- DPM below insulation — most common; insulation stays dry; slab is above thermal envelope (cold)
- DPM above insulation — less common; protects insulation from water; slab is below thermal envelope (warm slab)
Manufacturer instructions for the specific insulation product (e.g. Celotex GA4000, Kingspan TF70) state acceptable interface details. Some PIR insulations require a separation layer between DPM and insulation to prevent thermal damage.
Common errors
| Error | Consequence | Fix |
|---|---|---|
| DPM punctured by sharp hardcore | Localised damp patches at finish stage | Sand blinding course before DPM; tape patch any damage |
| Joints not lapped 150mm | Damp tracking through joint | Re-lay; never less than 150mm |
| Joints not taped | Vapour migration; failure under UFH | Always tape; specify tape on the order |
| No wall lap | Damp rising at floor/wall junction | Strip back DPM at perimeter, dress up wall, tape to DPC |
| DPM torn by reinforcement | Localised failure under load | Patch with tape; place chairs on flat plates |
| DPM laid in folds/wrinkles | Trapped air → blistering of finish above | Lay flat; smooth with brush before slab |
| Wrong-side-up DPM | Some printed membranes have a directional grain | Check manufacturer print; usually "this side up" arrow |
Liquid-applied epoxy DPM (retrofit)
Where a sheet DPM cannot be installed (refurbishment, existing slab without membrane), a liquid epoxy DPM is brushed or rolled onto the slab surface. Typical products: F. Ball F76, ARDIT P51 PRO. Applied in two coats at right angles, 0.4–0.6 kg/m² per coat. Cure 24h between coats, 72h before tiling/screeding. The slab must be clean, dry to ≤6% moisture content, and dust-free.
Radon and ground gas
UK areas with significant radon (parts of Cornwall, Devon, Derbyshire, Northamptonshire, Northern Scotland) require gas-resistant membranes plus a sub-floor sump system or passive vent. Determination is via UKHSA Indicative Atlas of Radon and the regional building regs maps. Two basic levels:
- Basic protection (Class 1 area) — gas barrier DPM with all joints taped and pipe penetrations sealed
- Full protection — gas barrier plus a radon sump and stub for active fan retrofit if needed
BS 8485:2015 covers ground gas protection for hydrocarbon (former petrol station, landfill) and methane (organic ground) sites.
Frequently Asked Questions
Can I use builder's polythene as a DPM?
No — general-purpose polythene is too thin and contains recycled material with pinholes. Always specify 1200 gauge (300μm) DPM polyethylene to BS 8102 / BS EN 13967, or thicker for radon / gas barrier. The membrane should be marked with its gauge and standard reference.
What about a power-floated concrete slab — does it still need a DPM?
Yes. Power-floating reduces surface porosity but does not eliminate moisture migration. A power-floated slab without DPM will still transmit ground moisture into floor finishes. Some power-trowel finishes incorporate sodium silicate hardeners which slightly reduce permeability, but they are not a DPM substitute.
Can I skip the DPM if the ground is bone-dry?
No. Ground that is dry at the time of construction may not stay so — water table changes, leaking drains, surface runoff during the life of the building all introduce moisture. Building Regulations require the DPM regardless of ground condition at the time of construction.
Do I need a DPM with insulated foundation systems like Kingspan TF70?
The insulation product itself does not replace a DPM. The standard build-up still includes a polyethylene DPM either below or above the insulation. Manufacturer technical guidance shows the correct layering — follow it.
Can I tile directly onto the DPM?
No — never. DPM is a vapour barrier, not a substrate. Tiles, screed, or slab go on top of the DPM in the build-up. Bonding tile adhesive to polyethylene does not work and the tiles will lift.
Regulations & Standards
Building Regulations Approved Document C — Site preparation and resistance to contaminants and moisture
Building Regulations Approved Document L1A / L1B / L2A / L2B — Conservation of fuel and power (U-value impacts insulation thickness)
BS 8102:2022 — Code of practice for protection of below ground structures
BS EN 13967:2012+A1:2017 — Flexible sheets for waterproofing
BS 8204 parts 1–7 — Screeds, bases and in situ floorings
BS 8485:2015+A1:2019 — Code of practice for the design of protective measures for methane and carbon dioxide ground gases
BS 8000-3:2020 — Workmanship in floor screeds and finishes
UKHSA Radon Atlas — Identifies radon-affected areas
NHBC Standards Chapter 4.1 — Ground floor construction
CIRIA C748 — Guidance on the use of plastic membranes as VOC vapour barriers
GOV.UK — Approved Document C — Site preparation and resistance to moisture
British Standards Institution — BS 8102 — Below-ground structures waterproofing
Visqueen — Damp Proof Membranes Technical — Manufacturer technical library
UKHSA — Radon in Buildings — Radon assessment and mapping
NHBC Standards Chapter 4.1 — Ground floors in new build
BRE — Concrete Ground Floors — Construction guidance
foundations — Slab and trench fill construction
concrete mix ratios guide — Slab concrete specification
soakaway installation guide — Surface water management around DPM
subfloor preparation guide — Moisture testing before laying finishes
damp proof course — Wall DPC interface