Understanding concrete's carbon footprint on a construction site
Cement, aggregates, water: where the emissions come from (and what you can control)
On a job site, most of concrete's emissions come from cement. Firing the clinker is what weighs heaviest. What you actually control is the mix design: choosing a cement with a lower clinker content, keeping the dosage to what's actually needed, optimising the target strength and avoiding over-specification. Aggregates and water matter less, but sourcing them locally and using recycled material can still shave off a few points.
Transport, batching plant, placement: the often-underestimated items on site
Carbon doesn't stop at the recipe. On site, logistics can drive the bill up.
- Mixer-truck distances and rotation frequency.
- Waiting time, returned concrete and waste.
- Pumping, vibration, curing and plant energy use.
A tight schedule, well-calculated volumes and a nearby batching plant work the same way as insulating a house: you cut the losses before chasing miracles.
FDES sheets and RE2020 requirements: reading and comparing them correctly
For RE2020, rely on INIES data and the FDES (environmental declaration sheets) of the concrete actually delivered. Compare identical units (usually 1 m³), the same performance level and the same modules. Check the validity date, the scope (A1-A3, A4 transport) and the origin of the components. Without a matching FDES, you risk falling back on default values, which are often less favourable. For more on reading these documents, see the products' environmental declaration sheets.
Choosing a low-carbon concrete suited to your building (without technical risk)
Lower-impact cements, additions (slag, fillers): the main concrete families
Low-carbon concrete mainly works by reducing the share of clinker. You'll find it through "composite" cements (CEM II type) and, for some uses, slag cements (CEM III type) or those with limestone fillers. The principle stays the same: you lower the carbon footprint without changing the placement logic.
Exposure classes, strength, workability: securing the choice for each structure
The real safeguard is to start from the structure itself: foundations, slab, wall, freeze-exposed exterior, car park. Each case calls for its own exposure classes (XC, XD, XS, XF, XA). Add the strength class (e.g. C25/30) and the consistency (S2, S3) based on pumping and reinforcement.
Good ordering practice: mix design, traceability and dialogue with the batching plant
When ordering, state the exposure, strength, consistency, Dmax, and site conditions. Ask for the mix design (at minimum the cement type and admixtures) and keep clean traceability via the delivery note. A quick check-in with the batching plant avoids concrete that's too stiff, or formwork stripped too early.
Reducing the volume of concrete in the structure: design and execution levers
Optimising sections and reinforcement: working upstream with the design office
The right reflex is to aim for the right section as early as the preliminary design. Working with the design office, you adjust spans, support spacing and actual loads. The result: less concrete, coherent reinforcement, and fewer "just in case" margins added on site.
Prefabrication, floor slabs, optimised elements: saving material without losing quality
Prefabrication makes it possible to hold tight tolerances and avoid extra thickness. Hollow-core slabs, prestressed beams, pre-slabs or ribbed elements reduce material while keeping performance. The added benefit is repeatable quality, with installation times that are often shorter.
Limiting rework and extra thickness: layout planning, formwork, tolerances
A lot of volume is lost in rework. A clear layout plan, rigid formwork and controlled tolerances avoid mortar patch-ups or doubling up. Plan for openings and services as well. You gain in precision, and the concrete poured actually serves the structure.
Placement and curing: getting low-carbon concrete right on site in 2026
Pouring in hot or cold weather: adapting timings and avoiding defects
With some low-carbon binders, concrete can gain strength more slowly. In hot weather, cut down waiting times and limit heating and evaporation (shading, cool water, retarding admixture). In cold weather, protect against frost, plan for later formwork stripping, and maintain a favourable temperature, as the execution standard reminds us (NF EN 13670).
Curing, protection, checks: guaranteeing durability (and therefore lifecycle impact)
Curing accounts for a large part of the performance. Keep the surface moist or use a curing compound, lay a film, and protect the edges. On a slower-setting concrete, extend the protection period to limit cracking and dusting. Track temperature and strength tests following the principles of NF EN 206 and the inspection plans.
Managing non-conformities: what to do if consistency or strength drift off spec
If consistency drifts, avoid adding water on site. Favour a controlled adjustment (admixture, mixing time) validated by the supplier. If strength looks questionable, step up sampling, check the curing and traceability, then decide the matter with the lab and the project management team. The goal is zero surprises at handover.
Showcasing your low-carbon approach to the client and in the site documentation
Evidence to keep: delivery notes, FDES sheets, certificates and quantity tracking
For your low-carbon concrete choice to count on paper too, keep evidence starting from the order. Link each pour to a batch, a date and a quantity.
- Delivery notes with batching plant, mix design, class and volume delivered.
- FDES sheets for the concrete and binders used, retrieved from the INIES database or from the supplier.
- Supplier certificate and a tracking table of m³ ordered, delivered and actually placed.
A simple pitch: explaining low-carbon concrete to the client without jargon
Explain simply that the carbon footprint is reduced mainly by lowering the share of high-emission cement, while keeping the expected performance. The result is less CO2 on the job site, without changing how the building is used. Confirm price, lead times and availability upfront.
Coordination with other trades: avoiding decisions that increase concrete quantities
The low-carbon gain is quickly lost if another trade forces rework. Plan openings, penetrations and service runs ahead of time with the project management team and the technical trades. A plan locked down before reinforcement work avoids extra thickness, added concrete blocks and waste. Record these decisions in the meeting minutes and the DOE (as-built handover file).
Key figures
-30% to -50%
Reduction
200–300 kg CO₂/m³
Standard concrete emissions
100–180 kg CO₂/m³
Low-carbon concrete emissions
Frequently asked questions
There's no national MaPrimeRénov' scheme dedicated to concrete in new-build work: RE2020 mainly imposes a carbon result. That said, some projects can secure local support (region, metropolitan authority) or bonuses through labels (e.g. BBCA); check for calls for projects and regional grants. On public contracts, the requirement is usually expressed through FDES/PEP declarations and an IC Construction threshold rather than a flat subsidy amount.
Pierre-Louis Guhur
CEO of Argile
