Concrete test cylinders on a bench in a site hut ready for checking against the specification

BS EN 206 and BS 8500: concrete standards in Bristol

8 min read
Concrete quotes often cite BS EN 206 and BS 8500. This guide explains what those standards are for, how designated and designed mixes differ, and what to check when a quote refers to them.

Concrete quotes often cite a standard, and the citation can look more intimidating than it is. Two documents do most of the work in the UK: BS EN 206, the European standard for concrete, and BS 8500, the British complement that sets out how concrete is specified and supplied in this country. Knowing what each one is for helps a householder or builder ask sensible questions and understand whether a quote is describing the right product for the job in Bristol.

What the standards cover

BS EN 206 sets out the requirements for concrete itself. It covers the properties a mix must have, how it is specified, how it is produced and how conformity to the specification is checked. It applies to concrete made on site as well as to concrete supplied by a plant, and it describes the characteristics that the material must meet, such as strength, consistence and durability. A quote that refers to the standard is saying that the concrete will be produced and tested against those requirements.

BS 8500 supports BS EN 206 for use in Great Britain. It provides the detail needed to specify concrete in practice, including the designated mixes that many domestic jobs use. Designated mixes are pre-defined mixes with a stated performance, and they remove the need for a bespoke design for common applications such as a garden path or a non-structural floor. The British Standards Institution publishes both documents, and its catalogue entry for BS 8500-1:2023 lists that edition, published on 30 November 2023, as the current one, giving UK national provisions where BS EN 206 requires or permits them.

The Concrete Centre's page on standards for concrete explains that BS 8500 is published in two parts, one giving guidance for the specifier and one setting requirements for the producer, and that the first part describes five ways to specify concrete: designated, designed, prescribed, standardised prescribed and proprietary. The Mineral Products Association's page on ready-mixed concrete describes the production and supply context within which these standards operate.

Designated and designed mixes

The distinction between a designated mix and a designed mix is the one that matters most for a quote. A designated mix is named in the standard and comes with an assumed performance, so the buyer can order it by its name and expect a known result. A designed mix is specified by the purchaser or their engineer in terms of the properties required, and the supplier designs a mix to meet them.

For a driveway, a path or a slab on the ground, a designated mix is usually adequate. A structural element such as a retaining wall, a suspended floor or a heavily loaded foundation normally needs a designed mix, and the requirement should be confirmed by an engineer. A quote that offers a designated mix for a structural element should be questioned, because the mix must match the duty the concrete will carry.

Bristol's ground conditions can affect the choice. Where the soil contains sulfates, or where the site is near the coast, the specification may need a particular mix. Local geology is a matter for site-specific advice from a qualified engineer, because clay, coastal and made ground each place different demands on the mix and the foundation beneath it.

Exposure classes

BS EN 206 groups the environmental conditions that concrete will face into exposure classes. Each class describes a particular type of exposure, such as contact with water, freezing and thawing, de-icing salts, or chemical attack from the ground. In the UK, BS 8500-1 recommends limiting values for each class, and the 2023 edition removed some of them. The Concrete Centre's standards page notes that, for corrosion caused by carbonation, the minimum cement content and maximum water to cement ratio were dropped, leaving only a minimum recommended strength, and that the minimum recommended strength was removed for the chloride classes. A summary based on the 2015 edition can therefore be out of date.

For most domestic work the relevant classes are the lower ones, where the concrete is protected from frequent wetting and freezing. A driveway that is exposed to road salt and frost is a case where the class should be stated on the order, because it affects the durability of the surface. The exposure class should be written on the order so that the supplier can confirm the mix meets it, rather than assumed from a general description of the job.

Asking for the exposure class is a simple way to check that the quote has considered the environment. A supplier who can name the class and explain the mix is showing a clear understanding of the specification, and that understanding is a sign the rest of the quote is likely to be sound.

Supplier certification schemes

The standards describe what the concrete must do, but they do not by themselves show that a particular supplier produces it consistently. For that reason, many ready-mix producers hold a third-party certification scheme that checks their production control, testing and records. The MPA's ready-mixed concrete page says that only producers with this high level of product conformity certification, such as QSRMC or the BSI Kitemark scheme, are permitted to supply designated concretes such as GEN, FND, PAV and RC. Certification is a matter of record that can be requested, and a buyer can ask which scheme applies and whether the supplier's certificate is current.

Certification does not replace the specification. A certified supplier can still deliver the wrong mix if the order is unclear, so the buyer should state the designation, the strength class and the exposure class in full. The combination of a clear order and a certified producer gives the most reliable outcome.

Reading a quote that cites the standards

When a quote cites BS EN 206 or BS 8500, check four things. The mix should be named as designated or designed, with the strength class and the exposure class stated. The supplier should confirm that production is certified under a recognised scheme. The volume and delivery arrangements should be consistent with the mix chosen. And the wording should be clear enough that a different supplier could price the same specification without guessing.

The guide on how a Bristol dropped kerb application is handled takes a similar approach to a different process, showing how the paperwork and the physical work fit together. For concrete, the same principle applies: a clear specification at the start prevents disputes and extra costs later.

Where to start

If a quote refers to a standard that is unfamiliar, ask the supplier to explain it in writing. A short reply that states the designation, the class and the scheme is enough to judge whether the quote is complete. Once the specification is agreed, the quote page on this site can help compare the same specification across suppliers, which is the only fair basis for a comparison.

The standards are not there to make the work harder. They make it possible to say what concrete is supposed to do and to check that it does it. For a Bristol job, that clarity is worth the time it takes to understand, and the services page lists the types of concrete work where a clear specification matters most.

How the specification affects the price

A specification that is clear about the mix, the exposure and the certification lets suppliers price the same work in the same way. Where the mix is a designated one, the supplier quotes from a known product, and the cost is driven mainly by the volume, the distance and the timing of the delivery. Where the mix is designed, the supplier must carry out design work and testing, which adds to the cost, and the quote should show that item separately. The drivers of ready-mix pricing are explained in what affects ready-mix concrete prices in Bristol, and that guide makes the same point about strength class and additives.

A buyer who asks for a higher strength class than the work needs pays for performance the slab will never use. A buyer who asks for a lower class than the exposure requires may find that the concrete deteriorates early, and the saving is then lost. The right answer is the one that matches the designation, the class and the exposure to the actual use. A supplier who can explain that match clearly is worth comparing with others on the same basis, because the comparison is then between equal specifications rather than between different assumptions about what the slab must do.

The same discipline helps when a quote is revised. If the volume, the depth or the access changes after the order is placed, the specification should be restated and the price adjusted in writing. Standards exist so that a change of this kind can be described precisely, and a buyer who keeps the original designation on the order while the work changes is at risk of receiving concrete that no longer matches the job. Asking for a revised quote that restates the designation, the class and the exposure avoids that risk, and it keeps the record clear for any later discussion with the supplier or the council.

Sources and further reading

  1. BS 8500-1:2023 Concrete. Complementary British Standard to BS EN 206 (BSI)
  2. Standards for concrete, BS 8500 (The Concrete Centre)
  3. Ready-mixed concrete (Mineral Products Association)