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Finding concrete resources in One Click LCA

The single biggest driver of concrete's environmental impact is the amount of cement in the mix, which is primarily determined by the strength class. If you cannot find the exact product you need, choose one with the same strength class as your specification. The cement type and supplementary cementitious material (SCM) content are secondary choices that can meaningfully reduce the impact for the same strength class.

In One Click LCA, concrete resources are organised under two top-level material classes: Ready-mix concrete and Precast concrete. The material filter will show these sub-categories and allow you to narrow your search further.

Selecting ready-mix concrete

Strength class

Ready-mix concrete datasets are available across the following strength classes, with both European (EN) and US (PSI) designations given in each dataset name:

  • C8/10 (1160/1450 PSI) covers lean concrete, blinding and low-load fill.

  • C12/15 (1700/2200 PSI) covers lightweight applications such as domestic slabs and auxiliary structures.

  • C16/20 (2320/2900 PSI) covers general use foundations and lightly loaded slabs.

  • C20/25 (2900/3600 PSI) covers foundations, internal walls and reinforced bases.

  • C25/30 (3625/4350 PSI) covers footings, foundations and reinforced bases.

  • C28/35 (4000/5000 PSI) covers general structural applications.

  • C30/37 (4400/5400 PSI) covers external walls, floors, pavement construction and reinforced hard standings.

  • C32/40 (4600/5800 PSI) covers structural concrete for commercial and industrial buildings.

  • C35/45 (5000/6500 PSI) covers raft foundations, external slabbing and reinforced commercial bases.

  • C40/50 (5800/7300 PSI) covers structural beams, columns, piling, foundations and roadworks.

  • C45/55 (6527/7977 PSI) covers high-strength structural applications.

  • C50/60 (7252/8702 PSI) and C55/67 (7977/9717 PSI) cover high-strength and post-tensioned applications.

  • C60/75 (8700/10900 PSI) covers very high-strength structural and prestressed concrete.

The dataset names describe a typical use, but they do not restrict which application you can model. Use the strength class that matches your specification, regardless of the label.

Concrete type

Strength class

Generally used for:

C20 / GEN 3

20 Newton (mPa)/28 day strength

Foundations for large walls, garages,

houses & extensions

C25 / ST 2

25 Newton (mPa)/28 day strength

Footings, foundations and reinforced bases

for houses & extensions

C30 / PAV1 / ST 3

30 Newton (mPa)/28 day strength

Pavement construction, paving external kennels

and reinforced hard standings

C35 / PAV2

35 Newton (mPa)/28 day strength

Raft foundations, piling, external slabbing and pacing, and

reinforced bases for commercial buildings

C40

40 Newton (mPa)/28 day strength

Construction of structural and support beams

footings and foundations, roadworks

SCM content and cement type

For most strength classes, datasets are available at multiple SCM substitution levels. This is where you can model the impact of specifying a lower-carbon mix. Two SCM families are available:

  • Fly ash content: datasets are available at 0%, 10%, 20%, 30%, 40% and 50% fly ash substitution across a wide range of strength classes, using Portland-fly ash cements (CEM II/A-V, CEM II/B-V) and pozzolanic cements (CEM IV/B-V).

  • GGBS content: datasets are available at 0%, 10%, 20%, 25%, 30%, 40%, 50%, 55%, 60%, 70%, 75% and 80% GGBS substitution across a wide range of strength classes, using Portland-slag cements (CEM II/A-S, CEM II/B-S) and blastfurnace cements (CEM III/A, CEM III/B).

Where you know or can influence the SCM content of the mix, select the closest available substitution level. A higher SCM content will generally give a lower GWP result for the same strength class. If the SCM content is unknown, use the 10% (typical) dataset as a conservative default.

Generic and simplified datasets

A small number of simplified generic datasets are also available for early-stage assessments where only the broad strength category is known: low-strength generic (C12/15), normal-strength generic (C20/25 through C40/50), and high-strength generic (C45/55 and above). These are suitable for feasibility-stage work but should be replaced with the more specific SCM-differentiated datasets once the mix design is known.

Specialty ready-mix concretes

Beyond standard structural mixes, the following specialty types are available:

  • Lightweight aggregate concretes are available from LC0.7 through LC42 using expanded clay, perlite, pumice, pelletized slag and glass foam as aggregates.

  • Cellular lightweight concretes (foamed/aircrete/gas-concrete) are available from LC1.5 through LC10.

  • Cellular lightweight aggregate concretes with EPS aggregate are available from LC1 through LC2, including variants with 0% and 100% recycled EPS.

  • No-fines/pervious concretes are available from LC7 through LC14 using expanded clay or crushed gravel, for drainage applications.

  • Fibre-reinforced sprayed concrete (shotcrete) at C32/40 is available with fly ash (0–30%), GGBS (0–60%) and GGBS with GGBS content up to 60%, covering tunnel linings and slope stabilisation.

Selecting Precast concrete

Hollow-core and solid slabs

Prestressed hollow-core slabs are available at C30/37, C40/50 and C50/60, each with recycled binder content from 0% to 50% in 10% increments, plus a 25% GGBS variant. Datasets are expressed per m² at a bulk density of 2000 kg/m³ and include reinforcement. Make sure the thickness you enter reflects the actual element thickness so that the air void fraction is correctly accounted for.

Precast solid slabs are available at C30/37, C40/50 and C50/60, each with recycled binder content from 0% to 50%, plus a 25% GGBS variant, at 2400 kg/m³ including reinforcement.

For both slab types, check whether reinforcement is included in the dataset (it is, for the generic datasets) and avoid adding rebar separately if it is already accounted for.

Precast beams

Rectangular precast concrete beams are available at C30/37, C40/50 and C50/60 across 0–50% recycled binder content and a 25% GGBS variant, at 2400 kg/m³.

Precast wall elements

Solid uninsulated precast wall elements are available at C30/37 and C40/50 across 0–40% recycled binder content, including reinforcement. For sandwich or insulated wall elements where you cannot find the exact manufacturer product, add the concrete and insulation layers as separate quantities. Use the wall element dataset for the concrete leaf and the appropriate insulation dataset for the core or external layer.

Bridge and infrastructure segments

Precast segmental box girder segments are available at C40/50 and C45/55 across 0–50% recycled binder content and a 25% GGBS variant. Balanced-cantilever segments and span-by-span segments cover the same strength classes and SCM ranges at 2400 kg/m³.

Structural elements and piling

Rectangular precast beams cover C30/37 through C50/60. For piling, see the full pile range described in the infrastructure articles, covering precast reinforced square and circular piles, prestressed spun hollow circular piles, prestressed square and octagonal piles, concrete-FRP composite piles, and tapered steel-tip piles across strength classes from C40/50 through C90/105.

Masonry and blocks

Autoclaved aerated concrete (AAC) solid blocks are available in nine sizes from 100×75×230 mm through 200×200×400 mm at 600 kg/m³, including standard and 70% fly ash content variants.

Concrete masonry units (CMU) are available in three base concrete types: hollow-core lightweight concrete (1680 kg/m³), hollow-core normal weight concrete (2000 kg/m³) and hollow-core expanded clay concrete (644 kg/m³), all in sizes from 4×8×8 inch through 16×8×16 inch. Insulated-fill variants are available with EPS (thermal conductivity 0.035 W/mK), PUR (0.022 W/mK) and wood fibre (0.038 W/mK) cores.

Medium density solid concrete blocks are available at 1425 kg/m³ in six thicknesses from 75 mm through 215 mm.

Fibre cement products

Flat fibre cement cladding panels are available in coated and uncoated variants with glass, hemp and cellulose fibre reinforcement, in normal weight (1354 kg/m³, 8.12 kg/m²) and heavyweight (2104 kg/m³, 12.6 kg/m²) grades. Corrugated fibre cement roofing panels are available in coated and uncoated variants with glass and cellulose reinforcement (13.9 kg/m²). A fibre cement various shapes and features dataset covers other fibre cement profiles and trims at 1354 kg/m³.

Cement datasets

Standalone cement datasets are available where projects require bottom-up mix modelling or where SCM additions are specified separately from the binder. Available types include Portland cement (CEM I), Portland-limestone (CEM II/A-L and II/B-L), Portland-fly ash (CEM II/A-V at 10% and 20%, CEM II/B-V at 25% and 30%), pozzolanic (CEM IV/B-V at 40% and 50%), Portland-slag (CEM II/A-S at 10% and 20%, CEM II/B-S at 25% and 30%), blastfurnace (CEM III/A at 40–60%, CEM III/B at 70–80%), and composite (CEM V/A with 25% GGBS and 15% fly ash). GGBS, fly ash, silica fume and cement clinker are also available as standalone SCM datasets.

Reinforcement

Reinforcement steel (rebar) is available from 0% to 100% recycled content in nine steps (0%, 15%, 60%, 70%, 80%, 90%, 97% and 100%). Reinforcing meshes are available as welded steel mesh (8 mm bars at 200×200 mm, 5.8 kg/m²), galvanized welded mesh (A252-type, 5.95 kg/m²), polypropylene mesh (0.12 kg/m²) and alkali-resistant fibreglass mesh (0.16 kg/m²). Reinforcing fibres for concrete are available in steel (0% and 100% recycled), polypropylene (0–100% recycled), basalt, glass, flax, jute and kenaf. Basalt rebar is also available as an alternative to conventional steel reinforcement.

Frequently asked questions

My mix design specifies a different SCM content than any available dataset. What should I do?

Choose the dataset with the closest SCM content to your specification. Interpolation between two datasets is also valid for reporting purposes, provided you document the approach. Alternatively, if you hold primary mix data, you can model the concrete from its constituent materials using the standalone cement and aggregate datasets.

The hollow-core slab datasets include reinforcement. What if I need to model a slab without it?

Use the precast solid slab dataset instead, which can be used without prestressing strands, or contact the Customer Success team for advice on building a custom entry from constituent materials.

When should I use the generic simplified datasets rather than the SCM-differentiated ones?

Use the generic datasets only at feasibility stage when the mix design has not been determined. Switch to the SCM-differentiated datasets as soon as the specification is available, as they will give a more accurate and defensible result.

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