Pipedream Industries

Trident F-01 · Environmental report · October 2026

Low-carbon concrete, enabled by Trident

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

Where does the carbon in a mix come from?

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

Does an 80% slag mix qualify without Trident?

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.

Fig. 128-day strength, psi · six blends · control vs Trident 32.4 oz/yd³ · against ACI 301 required averages
  • Control, no Trident
  • Trident 32.4 oz/yd³
  • 6,200 psi needed for 5,000 psi spec
  • 5,200 psi needed for 4,000 psi spec

Δ +31% at 28 days · 20/80 slag · 6,701 vs 5,134 psi

Required average strength when no test record exists, ACI SPEC-301-20 Table 4.2.3.3(b). A producer with an established test record may qualify with a smaller margin.

Slag blends

28-day strength, control and Trident, slag blends
Blend (cement/SCM)28 d control psi28 d Trident psi
50/50 slag5,3086,730
40/60 slag5,1786,193
30/70 slag5,2656,512
20/80 slag5,1346,701

Fly ash blends

28-day strength, control and Trident, fly ash blends
Blend (cement/SCM)28 d control psi28 d Trident psi
75/25 fly ash5,5986,512
50/50 fly ash5,2656,512

Schedule

Can an 80% slag concrete keep to a 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].

Fig. 2Compressive strength, psi · 3, 7 and 28 days
  • 50/50 slag, untreated (50% cement)
  • 20/80 slag, untreated (20% cement)
  • 20/80 slag + Trident 32.4 oz/yd³ (20% cement)
  • 5,200 psi needed for a 4,000 psi spec

Δ 5,178 vs 5,134 psi at 7 days · passes the untreated 80% mix's 28-day strength

Compressive strength at 3, 7 and 28 days for the three schedule series
Series3 d psi7 d psi28 d psi
50/50 slag, untreated (50% cement)3,4084,0615,308
20/80 slag, untreated (20% cement)3,1183,5975,134
20/80 slag + Trident 32.4 oz/yd³ (20% cement)4,1055,1786,701
Fig. 3Compressive strength, psi · slag and fly ash blends · control vs Trident 32.4 oz/yd³ · 3, 7, 28 d

Δ +31% at 28 days · 20/80 slag · 6,701 vs 5,134 psi

Slag blends

Compressive strength for slag blends, control versus Trident
Blend (cement/SCM)3 d control3 d Trident7 d control7 d TridentΔ 7 d28 d control28 d TridentΔ 28 dSpec qualified, controlSpec qualified, Trident
50/50 slag3,4084,8884,0615,424+34%5,3086,730+27%4,000 psi5,000 psi
40/60 slag3,4524,3373,8875,308+37%5,1786,193+20%3,000 psi4,000 psi
30/70 slag3,1044,2794,0905,410+32%5,2656,512+24%4,000 psi5,000 psi
20/80 slag3,1184,1053,5975,178+44%5,1346,701+31%3,000 psi5,000 psi

Fly ash blends

Compressive strength for fly ash blends, control versus Trident
Blend (cement/SCM)3 d control3 d Trident7 d control7 d TridentΔ 7 d28 d control28 d TridentΔ 28 dSpec qualified, controlSpec qualified, Trident
75/25 fly ash3,3654,6994,0325,004+24%5,5986,512+16%4,000 psi5,000 psi
50/50 fly ash3,2924,0323,8585,178+34%5,2656,512+24%4,000 psi5,000 psi
Slump held at 4.7–5.5 in across all blends and doses. Spec qualified = highest specified strength whose ACI 301 required average (f′c + 1,200 psi) the 28-day result meets.

Carbon

Where does the reduction come from?

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].

Fig. 4Binder CO₂e, kg/yd³ · 100% portland cement → 50/50 slag → 20/80 slag with Trident

Δ −67% vs 100% portland cement · net 89.5 kg/yd³

380 kg/m³ binder, full binder as tested. Binder and Trident only; aggregates, transport and batching excluded.
Binder carbon waterfall steps
Stepkg/yd³
100% portland cement267.8
Slag to 50% (untreated)−112.5
50/50 slag reference155.3
Slag 50% → 80%, enabled by Trident−67.3
Trident's own footprint+1.6
Net: 20/80 slag + Trident89.5
Fig. 5Net CO₂e per yd³ · Trident 32.4 oz/yd³, full binder

Δ −42% vs 50/50 slag · −67% vs 100% portland cement · 20/80 slag

Slag blends

Net carbon dioxide equivalent per cubic meter for slag blends
Blend (cement/SCM)Control kg/yd³With Trident kg/yd³vs 100% portland cementvs 50/50 slag untreatedSpec qualified with Trident
50/50 slag155.3156.8−41%+1%5,000 psi
40/60 slag133.1134.6−50%−13%4,000 psi
30/70 slag110.2111.7−58%−28%5,000 psi
20/80 slag88.089.5−67%−42%5,000 psi

Fly ash blends

Net carbon dioxide equivalent per cubic meter for fly ash blends
Blend (cement/SCM)Control kg/yd³With Trident kg/yd³vs 100% portland cementvs 50/50 slag untreatedSpec qualified with Trident
75/25 fly ash202.0203.5−24%+31%5,000 psi
50/50 fly ash135.4136.9−49%−12%5,000 psi
At 25% fly ash Trident's value is strength, not carbon: the blend already qualifies untreated and Trident adds its own footprint. Multiply per m³ by 0.765 for per cubic yard.

Method

How is the 42% calculated?

From the tested mix, the binder's EPD factors and Trident's own footprint. No binder is trimmed in the headline figure.

Fig. 6Net CO₂e calculation · 20/80 slag · Trident 32.4 oz/yd³

Δ 42.5% vs 50/50 slag · 66.6% vs 100% portland cement

Net carbon calculation for 20/80 slag with Trident at 1,200 grams per cubic meter
StepCalculationResult
Binder emission factor, 20/80 slag0.20 × 922 + 0.80 × 147302.0 kg CO₂e/t
Binder CO₂e, full 380 kg/m³ as tested380 kg × 0.30287.8 kg/yd³
Trident footprint at 32.4 oz/yd³1.2 kg × 1.771.6 kg/yd³
Net CO₂e114.8 + 2.189.4 kg/yd³
50/50 slag reference, untreated380 kg × 0.5345155.4 kg/yd³
100% portland cement reference380 kg × 0.922268.1 kg/yd³
Reduction vs 50/50 slag1 − 116.9 ÷ 203.142.5%
Reduction vs 100% portland cement1 − 116.9 ÷ 350.466.6%
EPD factors: portland cement 922, slag 147 kg CO₂e/t[2]. Trident footprint 1.77 kg CO₂e per kg of Trident, Pipedream estimate; third-party LCA in progress[3].

Further potential: trimming binder

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.

Binder trim estimate for 20/80 slag with Trident, tested and modeled
20/80 slag + Trident 32.4 oz/yd³Binder kg/m³w/b28 d psiBasiskg/yd³ CO₂evs 50/50 slagvs 100% portland
Full binder, as tested3800.426,701Tested89.5−42%−67%
Binder trimmed to w/b 0.453550.45≈ 6,140Modeled83.4−46%−69%
Deeper trims raise the water/binder ratio above the 0.45–0.50 limits ACI 318 sets for several exposure classes, or fall below the 320 kg/m³ minimum binder some specifications require.

Context

How significant is this?

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

Does it need new plants?

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

References

  1. 3rd party gov't accredited laboratory, Trident test series: six blends at a 30 MPa (M30) design, control and four doses, 3/7/28-day strength and slump. October 2026. Tested using international test methods; absolute values may differ from ASTM C39 results. Strengths converted from MPa at 1 MPa = 145.038 psi.
  2. Pipedream Industries, CO₂ model: producer EPD factors (portland cement 922, slag 147, fly ash about 10 kg CO₂e/t); 380 kg/m³ binder at w/b 0.42. Internal, October 2026.
  3. Pipedream Industries, Trident cradle-to-gate estimate: 1.77 kg CO₂e per kg of Trident. Internal; third-party LCA and EPD in progress.
  4. Columbia Business School, CKI, Cement (2024).
  5. WBCSD, Cement Sustainability Initiative (CSI).
  6. IEA and WBCSD CSI, Technology Roadmap: Low-Carbon Transition in the Cement Industry (2018), updating the Cement Technology Roadmap 2009.
  7. IEA, Breakthrough Agenda Report 2023: Cement.
  8. IEA, Cement, tracking report.
  9. ACI SPEC-301-20, Specifications for Concrete Construction, Table 4.2.3.3(b): required average compressive strength when data are not available.
  10. Bureau of Indian Standards, IS 10262:2019, Concrete Mix Proportioning — Guidelines: M30 target mean strength 30 + 1.65 × 5 = 38.25 MPa.

Pipedream Industries, Inc. · Stockbridge, Georgia · Report date 2026-11-02

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