Guide

RAAC: identification, risk assessment and the IStructE process

Reinforced autoclaved aerated concrete was used in many buildings from the 1950s to the 1990s. This guide explains how to recognise it, how it fails, how the IStructE’s process grades the risk and what the government lists tell you.

Updated

In this guideWhat RAAC is and how it differs from normal concrete

What RAAC is and how it differs from normal concrete

Reinforced autoclaved aerated concrete (RAAC) is a lightweight, aerated material with no coarse aggregate, so it behaves very differently from traditional reinforced concrete. The Institution of Structural Engineers (IStructE) says it was used for roof planks, wall panels and sometimes floor planks between the mid-1950s and the mid-1990s, and being cost-effective, it was attractive for public buildings such as schools and hospitals.

How it was made

It was made from cement, very fine sand or pulverised fuel ash, lime and aluminium powder, mixed with water and cast in moulds around the reinforcement in an autoclave, where the lime and aluminium react to form the hydrogen bubbles that aerate it. It is so permeable that the bars were coated against corrosion.

Why it is light and weak

The bubbles make it light: the IStructE gives a typical density of 600 to 800 kg/m³, against 2,400 kg/m³ for traditional concrete. They also make it weak, with a typical compressive strength of 2 to 5 N/mm² and similarly reduced flexural, shear and tensile strengths.

Nor can it bond properly to its bars, which are smooth rather than ribbed, so the load reaches them through cross bars welded to the main bars, with bars over the supports to anchor each end, where their position is critical to its strength at the bearings.

RAAC: aerated, with no stonesSmooth bars, welded cross barsA bearing that can be shortNormal concrete, with stonesRibbed bars, protected by cover
  • RAAC: aerated, with no stones
  • Smooth bars, welded cross bars
  • A bearing that can be short
  • Normal concrete, with stones
  • Ribbed bars, protected by cover
Illustrative sections. Real panels and slabs vary.

How to recognise it

Where the structure is not hidden by ceilings or finishes, RAAC can often be recognised by eye, using the Department for Education’s (DfE) checklist.

What to look for

The panels are light grey or white where unpainted, smooth underneath, typically 600 mm wide and up to 6 metres long, with a V-shaped groove at each joint. Inside, the material is bubbly, with no visible stones, and soft enough to dent with a screwdriver where it is bare; do not try it through a coating, which could contain asbestos. Drawings can name RAAC or a maker such as Siporex, Durox, Celcon, Hebel or Ytong.

Where to look

Look first at flat roofs, where RAAC is most common, then at pitched roofs, floors and walls, in anything built or altered between the 1950s and the mid-1990s. On a flat roof the panels are the structure, often hidden by ceilings below and by the waterproofing above, the coverings the roof types guide describes.

Why a visual check is not enough

A look shows whether RAAC is there, not whether it is sound: the IStructE warns that corrosion can be advanced with no sign on a panel’s underside, and that short bearings turn up even on wide beams, which only intrusive surveys can measure.

How it fails

The IStructE’s further guidance sets out eight risk factors: short bearings, missing anchorage bars, cut panels, cracking, builders’ alterations, water, deflection and extra load. They add up, and several together can make the risk critical.

Water and corroding bars

RAAC is porous. Water from failed waterproofing, a failed service or interstitial condensation can saturate a panel, adding weight and weakening it, possibly even once it dries. Water also corrodes the bars, and in RAAC, unlike normal concrete, corrosion can be well advanced before the cover cracks or spalls. The further guidance rates any panel that has had water in it amber or red.

Bearing and anchorage

The codes of the period allowed roof panels a bearing of just 45 mm. On a short bearing, the cross bar anchoring the main bars can end up in front of the support, leaving them much weaker. The IStructE now treats 75 mm as the minimum, and rates cut panels, which can lack that cross bar, as critical.

Deflection and load

RAAC creeps and deflects far more than normal concrete, and further when wet. A sagging panel can hold ponding water and change the stresses at its bearings, and deflection of span/100 or more can mean it is close to its capacity.

Why failure can be sudden

Sagging and cracking can be seen, but the IStructE says the warning signs of a sudden failure at the bearings are not fully known, and considers a sudden, brittle shear failure possible where anchorage is missing. Cracking up to about 500 mm from a support is a particular concern, as it can be shear cracking.

The IStructE process

The Health and Safety Executive (HSE) says whoever has the legal duty to manage a building should find out whether it contains RAAC and get specialist advice to assess and manage it. The IStructE sets out the steps: identification, assessment and solutions.

The stages, and who does each

Identification can be done by an experienced estate or maintenance manager or the owner, the IStructE says, or by a registered structural engineer or surveyor, who need not be a RAAC expert. The DfE asks schools for a RICS building surveyor or a chartered engineer with RAAC experience.

Assessment, of the risk and any immediate temporary works, is for a Chartered or Incorporated Member of the IStructE, whose guidance asks for a Chartered Structural Engineer experienced in reinforced concrete. Structural engineers then propose solutions, and the owner or occupier develops a management strategy for panels that stay, informed by the engineer.

  1. IdentificationIs there RAAC? An estate manager or owner can check, or a structural engineer or surveyor.
  2. AssessmentA Chartered or Incorporated Structural Engineer assesses the risk and grades each panel.
  3. SolutionsWhat follows depends on each panel’s grade.
    • Red: critical or highRemedial works, from propping to replacement
    • Amber or green: medium or lowA management strategy, with monitoring and inspection
    Inspected and graded again
After the IStructE’s guidance. The engineer’s judgement sets each grade.

What the risk grades mean

The further guidance grades panels red, amber or green, splitting red into critical and high. Critical risk needs urgent remedial works, which can mean taking part or all of a building out of use or propping it, and high risk needs remedial action. Amber needs regular inspection and assessment, and green occasional, under a management strategy, and occupants are told about the RAAC at every grade.

The grade follows the findings: missing anchorage bars and cut panels are critical, a bearing under 75 mm is red, and a panel that has had water in it is amber or red, the engineer’s judgement weighing them together.

What a RAAC survey involves

A RAAC survey starts with the building’s drawings, age, earlier reports and any known leaks, to plan the inspection.

The inspection

Panels are inspected mainly from their underside, inside the building. The IStructE’s guidance is to inspect each one: measuring deflection, recording cracks, defects, leaks, cuts and alterations, and tap testing near the supports. The end bearings are investigated too, through small intrusive openings at a sample of panels chosen by the engineer.

Recording every panel

Every panel is mapped on a plan with its condition: cracking, deflection, its end supports, water staining, corrosion, cuts and added loads. The IStructE asks for a repeatable record, so the next survey can show, panel by panel, whether deterioration is progressing.

The engineer’s assessment

A structural engineer assesses the findings against the IStructE’s guidance and gives each panel a risk rating with next steps. The rating reflects the panels’ condition when inspected, so panels left in place are inspected again.

What happens after each outcome

For red panels the response depends on the case, from immediate exclusion zones or temporary propping to remedial works: supports that lengthen a short bearing or carry the panels, fail-safe supports, or new panels or a new roof. Amber panels need planned remedial action, and amber and green panels stay in use under a management strategy that limits their loads.

Monitoring panels that stay in place

The IStructE’s management stage includes monitoring: its further guidance asks for monitoring plans and an inspection regime, as it expects low and medium risk panels to deteriorate, at a rate not yet known.

For panels allowed to stay, the RAAC survey page’s “Monitoring RAAC that stays in place” sets out the sensors that can be supplied and installed on them.

The government lists

No list covers every building: the IStructE notes that there is no register of RAAC in buildings, and each government’s list is a snapshot of the public buildings it asked about. A building not on one could still contain RAAC, and only inspecting it can tell.

The DfE’s list

The DfE listed the state-funded schools, nursery schools and colleges in England with confirmed RAAC, with each one’s route to removing it, and withdrew the list in 2024, when 237 had confirmed RAAC. It shows where RAAC was confirmed, not the panels’ condition, and nothing about independent schools or other buildings.

The Scottish Government’s report

The Scottish Government’s report on the public sector sets out what each sector found and how it is managing it, and points to where each publishes its own information, such as council websites for schools. It gives each sector’s totals and progress, not a list of every building.

The Welsh Government’s statements

The Welsh Government published each local authority’s position on its schools during the first stage of its RAAC identification process, and recommends the IStructE’s guidance for investigating and assessing RAAC in public buildings.

Questions about RAAC

Is a building with RAAC unsafe?

Not necessarily. The IStructE considers RAAC that was properly designed and made, in good condition and with good bearing, to be safe, but panels with insufficient bearing and compromised integrity can collapse with little or no warning.

Can I identify RAAC myself?

Often, where the structure can be seen, using the DfE’s checklist. Its condition is another matter, which needs a Chartered or Incorporated Structural Engineer.

How long does RAAC last?

There is no fixed answer. The IStructE calls claims of a fixed lifespan misleading: it depends on how the panels were made, installed and maintained, and whether water has got in.

Is the rest of the building’s concrete at risk?

No. RAAC is a different material, and the IStructE stresses that traditional reinforced concrete is highly reliable.

Is RAAC still made?

Yes, in many parts of the world, and the IStructE says it can be an appropriate material if properly designed, made, installed and maintained.

Sources

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