CO₂e vs all-cement mix
−67%
Same mix against 100% portland cement at the same binder content
Trident F-01 · Environmental report · October 2026
An 80% slag concrete that qualifies for a 5,000 psi structural specification, at 42% less binder CO₂e than an untreated 50/50 slag mix and 67% less than an all-cement mix. Without Trident, the same 80% slag mix qualifies only for a 3,000 psi specification and gains strength more slowly than a 50/50 mix. With Trident, it is stronger than the untreated 50/50 mix at 3, 7 and 28 days, using the cement, slag, plants and equipment producers already have.
CO₂e vs all-cement mix
−67%
Same mix against 100% portland cement at the same binder content
CO₂e vs 50/50 slag mix
−42%
20/80 slag with Trident, full binder as tested, Trident's footprint included
Specification qualified
5,000 psi
6,701 psi at 28 days with Trident; 3,000 psi spec without it (5,134 psi)
Schedule
7 days
To pass the untreated 80% slag mix's 28-day strength (5,178 vs 5,134 psi)
Where the carbon is
Almost all of it comes from the cement. The less cement a concrete carries, the lower its carbon.
Cement production accounts for roughly 5–8% of global CO₂ emissions, about 1.6 Gt in 2022, and clinker is 80–90% of that[4]. In the EPD factors used here, portland cement carries 922 kg CO₂e per tonne, slag 147 kg and fly ash about 10 kg[2]. A 100% portland cement mix at 380 kg/m³ of binder comes to about 350 kg CO₂e/m³; a 50/50 slag mix, 203 kg.
Producers have replaced part of the cement with slag and fly ash for decades, so why not replace more? The limit is strength, early and late. Untreated, an 80% slag mix reached 3,597 psi at 7 days, against 4,061 psi for a 50/50 mix[1]. Form stripping, post-tensioning and the pour schedule all run on those early breaks, and the producer carries the risk of a slow or low one, so most stop near 40–50% replacement.
Qualification
No. Untreated, it falls short of the strength a producer must design for. With Trident, it clears a 5,000 psi specification.
A mix does not qualify by reaching the specified strength. When a producer has no test record for a new mix, ACI 301 requires it to average 1,200 psi above the specified strength for specifications from 3,000 to 5,000 psi[9]. A 4,000 psi specification needs 5,200 psi; a 5,000 psi specification needs 6,200 psi.
The untreated 80% slag mix reached 5,134 psi at 28 days, just short of the 4,000 psi threshold. With Trident it reached 6,701 psi, enough for a 5,000 psi specification, which the untreated 50/50 slag mix (5,308 psi) does not reach.
The lab designed these mixes to M30 under IS 10262, which sets a target mean of 38.25 MPa (5,548 psi)[10]. The same result holds: untreated, the 80% slag mix reached 35.4 MPa and fell short; with Trident it reached 46.2 MPa.
75/25 fly ash
50/50 fly ash
50/50 slag
40/60 slag
30/70 slag
20/80 slag
Δ +31% at 28 days · 20/80 slag · 6,701 vs 5,134 psi
Slag blends
| Blend (cement/SCM) | 28 d control psi | 28 d Trident psi |
|---|---|---|
| 50/50 slag | 5,308 | 6,730 |
| 40/60 slag | 5,178 | 6,193 |
| 30/70 slag | 5,265 | 6,512 |
| 20/80 slag | 5,134 | 6,701 |
Fly ash blends
| Blend (cement/SCM) | 28 d control psi | 28 d Trident psi |
|---|---|---|
| 75/25 fly ash | 5,598 | 6,512 |
| 50/50 fly ash | 5,265 | 6,512 |
Schedule
With Trident, yes. It is stronger than an untreated 50/50 slag mix at 3, 7 and 28 days.
Schedule is what holds slag back. Untreated, the 80% slag mix trails the 50/50 mix at every age. With Trident it reached 4,105, 5,178 and 6,701 psi at 3, 7 and 28 days, against 3,408, 4,061 and 5,308 psi for the untreated 50/50 mix. By 7 days it had passed the untreated 80% mix's 28-day strength, and it finished 31% higher at 28 days. The early gain is not borrowed from later strength, the way an accelerator's often is: Trident adds strength at every age.
Trident is a liquid admixture dosed into the mix a producer already runs. Six blends, from 25% fly ash to 80% slag, were tested at four doses against an untreated control by a 3rd party gov't accredited laboratory[1].
3 days
7 days
28 days
Δ 5,178 vs 5,134 psi at 7 days · passes the untreated 80% mix's 28-day strength
| Series | 3 d psi | 7 d psi | 28 d psi |
|---|---|---|---|
| 50/50 slag, untreated (50% cement) | 3,408 | 4,061 | 5,308 |
| 20/80 slag, untreated (20% cement) | 3,118 | 3,597 | 5,134 |
| 20/80 slag + Trident 32.4 oz/yd³ (20% cement) | 4,105 | 5,178 | 6,701 |
Δ +31% at 28 days · 20/80 slag · 6,701 vs 5,134 psi
Slag blends
| Blend (cement/SCM) | 3 d control | 3 d Trident | 7 d control | 7 d Trident | Δ 7 d | 28 d control | 28 d Trident | Δ 28 d | Spec qualified, control | Spec qualified, Trident |
|---|---|---|---|---|---|---|---|---|---|---|
| 50/50 slag | 3,408 | 4,888 | 4,061 | 5,424 | +34% | 5,308 | 6,730 | +27% | 4,000 psi | 5,000 psi |
| 40/60 slag | 3,452 | 4,337 | 3,887 | 5,308 | +37% | 5,178 | 6,193 | +20% | 3,000 psi | 4,000 psi |
| 30/70 slag | 3,104 | 4,279 | 4,090 | 5,410 | +32% | 5,265 | 6,512 | +24% | 4,000 psi | 5,000 psi |
| 20/80 slag | 3,118 | 4,105 | 3,597 | 5,178 | +44% | 5,134 | 6,701 | +31% | 3,000 psi | 5,000 psi |
Fly ash blends
| Blend (cement/SCM) | 3 d control | 3 d Trident | 7 d control | 7 d Trident | Δ 7 d | 28 d control | 28 d Trident | Δ 28 d | Spec qualified, control | Spec qualified, Trident |
|---|---|---|---|---|---|---|---|---|---|---|
| 75/25 fly ash | 3,365 | 4,699 | 4,032 | 5,004 | +24% | 5,598 | 6,512 | +16% | 4,000 psi | 5,000 psi |
| 50/50 fly ash | 3,292 | 4,032 | 3,858 | 5,178 | +34% | 5,265 | 6,512 | +24% | 4,000 psi | 5,000 psi |
Carbon
From replacing cement with slag, at a level that only qualifies with Trident.
Moving from 50% to 80% slag removes 88 kg CO₂e/m³. Untreated, that mix does not qualify for a 4,000 psi specification, so the reduction is not available to a producer. Trident makes it available, and adds back 2.1 kg of its own footprint[3].
100% portlandcement
Slag to 50%(untreated)
50/50 slagreference
Slag 50% → 80%enabled by Trident
Trident's ownfootprint
Net: 20/80 slag+ Trident
Δ −67% vs 100% portland cement · net 89.5 kg/yd³
| Step | kg/yd³ |
|---|---|
| 100% portland cement | 267.8 |
| Slag to 50% (untreated) | −112.5 |
| 50/50 slag reference | 155.3 |
| Slag 50% → 80%, enabled by Trident | −67.3 |
| Trident's own footprint | +1.6 |
| Net: 20/80 slag + Trident | 89.5 |
Δ −42% vs 50/50 slag · −67% vs 100% portland cement · 20/80 slag
Slag blends
| Blend (cement/SCM) | Control kg/yd³ | With Trident kg/yd³ | vs 100% portland cement | vs 50/50 slag untreated | Spec qualified with Trident |
|---|---|---|---|---|---|
| 50/50 slag | 155.3 | 156.8 | −41% | +1% | 5,000 psi |
| 40/60 slag | 133.1 | 134.6 | −50% | −13% | 4,000 psi |
| 30/70 slag | 110.2 | 111.7 | −58% | −28% | 5,000 psi |
| 20/80 slag | 88.0 | 89.5 | −67% | −42% | 5,000 psi |
Fly ash blends
| Blend (cement/SCM) | Control kg/yd³ | With Trident kg/yd³ | vs 100% portland cement | vs 50/50 slag untreated | Spec qualified with Trident |
|---|---|---|---|---|---|
| 75/25 fly ash | 202.0 | 203.5 | −24% | +31% | 5,000 psi |
| 50/50 fly ash | 135.4 | 136.9 | −49% | −12% | 5,000 psi |
Method
From the tested mix, the binder's EPD factors and Trident's own footprint. No binder is trimmed in the headline figure.
Δ 42.5% vs 50/50 slag · 66.6% vs 100% portland cement
| Step | Calculation | Result |
|---|---|---|
| Binder emission factor, 20/80 slag | 0.20 × 922 + 0.80 × 147 | 302.0 kg CO₂e/t |
| Binder CO₂e, full 380 kg/m³ as tested | 380 kg × 0.302 | 87.8 kg/yd³ |
| Trident footprint at 32.4 oz/yd³ | 1.2 kg × 1.77 | 1.6 kg/yd³ |
| Net CO₂e | 114.8 + 2.1 | 89.4 kg/yd³ |
| 50/50 slag reference, untreated | 380 kg × 0.5345 | 155.4 kg/yd³ |
| 100% portland cement reference | 380 kg × 0.922 | 268.1 kg/yd³ |
| Reduction vs 50/50 slag | 1 − 116.9 ÷ 203.1 | 42.5% |
| Reduction vs 100% portland cement | 1 − 116.9 ÷ 350.4 | 66.6% |
Trident's extra strength could also let a producer use less binder. Holding water constant and staying within a water/binder ratio of 0.45, Bolomey's relation puts the 80% slag mix at about 355 kg/m³ of binder, still above the 5,200 psi needed for a 4,000 psi specification. This is a model estimate and needs trial batches to confirm.
| 20/80 slag + Trident 32.4 oz/yd³ | Binder kg/m³ | w/b | 28 d psi | Basis | kg/yd³ CO₂e | vs 50/50 slag | vs 100% portland |
|---|---|---|---|---|---|---|---|
| Full binder, as tested | 380 | 0.42 | 6,701 | Tested | 89.5 | −42% | −67% |
| Binder trimmed to w/b 0.45 | 355 | 0.45 | ≈ 6,140 | Modeled | 83.4 | −46% | −69% |
Context
The industry has been working to cut concrete's carbon for more than 25 years. In 1999, ten of the largest cement companies began the work that became the WBCSD Cement Sustainability Initiative[5]. In 2009 that group and the IEA published a technology roadmap to 2050 that named cutting the clinker in cement as a main lever, and updated it in 2018[6]. Even so, the CO₂ intensity of cement has risen by nearly 10% since 2015, the IEA says the sector is not on track for net zero, and clinker still makes up about 71% of a tonne of cement worldwide[7][8].
Much of the plan depends on capacity that does not exist yet: the IEA counts 22 Mt of announced near-zero cement capacity for 2030, against roughly 350 Mt needed[7]. This concrete cuts binder CO₂e by 67% against an all-cement mix with the cement and slag producers already buy, in the plants they already run, with Trident dosed like any admixture.
Supply
No. Trident is dosed into the mix a producer already runs, with the materials and equipment already on site.
Trident goes in through a standard admixture dispenser and ships in totes and drums. Batching, mixing, placement and curing stay the same. The cement and slag are bought the way they are today, and producers' EPDs already cover them.
References
Pipedream Industries, Inc. · Stockbridge, Georgia · Report date 2026-11-02
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