Low-carbon concrete for data centers, without over-relying on SCMs
Data center pours need deep embodied-carbon cuts and on-schedule strength. How ΔC works with Type IL and SCMs to hit aggressive targets without the finishability and schedule penalties of high-SCM mixes.
alterBiota · July 29, 2026
Data centers pour enormous volumes of concrete under aggressive embodied-carbon targets. The usual toolkit of Portland limestone cement and supplementary cementitious materials moves the GWP number. On site, pushing those levers too far often means poor finishability, delayed set and strength gain, and schedule risk on foundations, slabs, and site work that cannot slip.
Owners and producers need another lever that stacks with Type IL and SCMs without turning every pour into a specialty mix redesign.
A drop-in lever alongside SCMs
ΔC is a liquid biochar admixture, ASTM C494 Type A & F qualified as a water-reducing admixture. It is built to be scalable, flexible, and affordable without over-relying on SCMs: dose it into the mix you already run, keep environmental attributes with the producer and customer, and use moderate SCM levels while still reaching deep decarbonization.
That combination matters for data center programs that need both verifiable carbon cuts and predictable placement.
SCM compatibility: how deep can you go?
ΔC compounds with Type IL cement and SCMs. Relative to the NRMCA benchmark mix, moderate SCM with a mid-to-high ΔC dose can outpace a high-SCM mix that never adds biochar, and extreme combinations push past 60% reduction:
| ΔC dose | SCM 18% | SCM 30% | SCM 50% |
|---|---|---|---|
| ΔC 0% | 0% (baseline) | −22% | −40% |
| ΔC 2% | −19% | −30% | −49% |
| ΔC 4% | −27% | −38% | −57% |
| ΔC 6% | −35% | −46% | −65% |
All values are relative to the NRMCA benchmark mix. Values include the combined decarbonization from Type IL cement, SCMs, and ΔC.
The takeaway
You do not have to max out SCMs to hit aggressive data center carbon goals. Moderate SCMs plus ΔC reach comparable or deeper cuts with less impact on early strength development.
Dose by element: flexibility across the campus
Not every element needs the same carbon intensity or the same dose. Footings and foundations can take higher ΔC where structural schedules allow; slabs and sidewalks can stay at lower doses while still beating the benchmark:
| Dose strategy | Footings (28 MPa) | Foundations (28 MPa) | Slabs (35 MPa) | Sidewalks (28 MPa) | Decarbonization |
|---|---|---|---|---|---|
| Low dose | 2% | 2% | 2% | 2% | −19% |
| Medium dose | 4% | 4% | 2% | 2% | −22% |
| High dose | 6% | 6% | 4% | 4% | −30% |
All values are relative to the NRMCA benchmark mix. Values include the combined decarbonization from Type IL cement, SCMs, and ΔC.
−19%
Low-dose mix
2% ΔC across elements
−22%
Medium-dose mix
Higher on footings & foundations
−30%
High-dose mix
Up to 6% on structural elements
One admixture program, tuned by element, instead of a single high-SCM recipe that slows every pour on the pad.
Schedule still matters
Deep embodied-carbon cuts only help if the concrete still finishes and gains strength on time. High-SCM mixes often trade carbon for hidden schedule and installation cost, a problem that is especially sharp on multi-pad data center programs. How ΔC stacks against that tradeoff is covered in Low-carbon concrete is painful for contractors.
- See how ΔC works and the full performance story.
- Model your own mix GWP with the ΔC estimator.
- Dig into Sand Replacement vs Cement Replacement when you choose how aggressively to cut cement.
Specifying or supplying data center concrete?
Talk to us about dosing ΔC on your mix designs: footings, foundations, slabs, and site work.