Cross-market term

Damp-proof membrane under a floor

A continuous impermeable sheet laid horizontally beneath or within a ground-bearing floor, stopping moisture rising out of the ground into the slab and into whatever is laid on it.
  • 4Markets
  • NoSame thing everywhere
  • 3Calculators

What it is called, by market

One concept, four markets. Where a name means something else locally, the card says so rather than leaving you to find out on site.

  • United Kingdom

    Same word, different thing

    DPM

    also damp-proof membrane, visqueen, polythene, radon barrier

    Not the same as a DPC, which is the horizontal strip in a WALL. The two must be lapped together or the floor and the wall each stop moisture and hand it to the other.

  • Australia

    Close, not identical

    vapour barrier

    also under-slab membrane, damp-proof membrane, builder's film

    Named as a vapour barrier despite being the same under-slab polythene, with a specified thickness and a termite-resistance requirement in much of the country.

  • United Statesyours

    Same word, different thing

    vapor barrier

    also vapor retarder, under-slab membrane, poly, capillary break

    VAPOR RETARDER in a wall or roof is a permeance class controlling diffusion in a breathing assembly. Under a slab the sheet is stopping LIQUID and capillary moisture, which is a different mechanism with a different failure mode.

  • Canada

    Same word, different thing

    vapour barrier

    also under-slab poly, air/vapour barrier, moisture barrier

    As the United States, and the wall-side confusion is sharper because Canadian practice specifies a continuous air/vapour barrier in the wall by name.

The governing standard, by market

  • United Kingdom

    BS 8102 / BS 8215 / Approved Document C

    Protection against water from the ground, and the placing of damp-proof courses and membranes.

  • United States

    ASTM E1745 / ACI 302.2R

    Plastic water vapor retarders used in contact with soil under concrete slabs, and guidance on slabs receiving moisture-sensitive flooring.

Calculators for this

Each works in either measurement system, and the terminology on the page follows whichever market you have selected.

Frequently asked questions

What is the difference between a DPM and a DPC?
Which plane they sit in, and they only work as a pair. A DPC is a horizontal strip built into a WALL, usually a couple of courses above external ground level, stopping moisture climbing the wall by capillary action. A DPM is a horizontal SHEET under or within the ground floor, stopping moisture rising through the slab. Each protects its own element and hands the problem to the other at the junction — so the DPM has to be lapped and sealed to the DPC around the whole perimeter, and a building where both are present but not joined has a continuous gap at the wall-floor line, which is precisely where damp appears. It is the commonest defect in a retrofitted floor: a perfect membrane over the whole slab, dressed up the wall and stopped, with nothing lapping it to the wall's own barrier.
Does it go above or below the slab?
Either, and the choice changes what else has to be right. BELOW the slab, on sand blinding over the hardcore, is the common arrangement: the membrane protects the concrete itself as well as everything above it, and the blinding exists specifically to stop the stones puncturing it. ABOVE the slab, under a screed, protects the finish but leaves the slab permanently wet from below, which matters if anything in it can corrode and matters a great deal for drying time. The version that causes most trouble is a sandwich — a membrane above and below with concrete between — because the slab then has no route to dry in either direction, and a screed or a floor covering laid on it is being laid on a slab that will never reach the moisture content the adhesive assumes.
Why do membranes fail when the material itself is waterproof?
Because a membrane is a system of laps and penetrations, and the sheet is the part least likely to fail. The classic failures are all at the edges: a lap not taped or not wide enough, a service pipe passing through with nothing sealing around it, a column base, a stanchion, a drain. The second family is mechanical: a sheet laid straight onto coarse hardcore is punctured by the stones under foot traffic and under the weight of the pour, which is why a sand blinding layer is specified beneath it and why walking a barrow across an unprotected membrane is a real risk rather than a fussy rule. And the third is thickness — a membrane specified at a gauge for the loading it will see, substituted with thinner polythene because it looks the same on the roll.