Zero clinker.
Zero compromise.

Mix characteristics for standard production concrete.

45–55MPa

Compressive strength, 28-day typical design range

6–10MPa

Flexural strength at 28 days

Technical performance

Property	Result	Standard / basis
Compressive strength (28d), typical design range	45–55 MPa	≈ 6,500–8,000 psi — standard production mixes
Compressive strength (28d), reported high-performance result	13,000+ psi	≈ 90 MPa — reported result set; primary report pending
Flexural strength (28d)	6–10 MPa
Shrinkage (28d)	< 0.03%

Fresh-state properties — setting time, slump and density — are not published until they have been established under representative UAE placement conditions.

Strength development from placement through full cure.

~5,000PSI

At approximately 90 minutes

~9,000PSI

At 24 hours

13,000+PSI

At 28 days — reported high-performance result

Technical performance

Property	Result	Standard / basis
Strength at 90 minutes	~35 MPa	≈ 5,000 PSI
Strength at 24 hours	~62 MPa	≈ 9,000 PSI
Cure time before load	< 24 hrs	light load; full cure in 28 days

Rapid strength gain is ideal for precast, repair & fast-track projects. Early-strength values reflect NuGreen's reported high-performance result set (primary laboratory report pending); the typical 28-day design range for standard production mixes is 45–55 MPa (≈ 6,500–8,000 psi). Hot-weather performance is under validation with a UAE ready-mix partner; no temperature limits are stated until that programme reports.

Performance in aggressive and freeze-thaw exposure.

<1,000coulombs

Chloride-ion penetration — reported

300+cycles

Freeze-thaw resistance — reported

Excellent

Sulfate resistance — reported

Technical performance

Property	Result	Standard / basis
Sulfate resistance	Reported: excellent	ASTM C1012‡
Chloride-ion penetration	Reported: <1,000 C	ASTM C1202 †‡
Freeze-thaw resistance	Reported: 300+ cycles	ASTM C666‡
Alkali-silica reaction	Mitigated	by fly ash chemistry
Thermal conductivity	Lower than OPC
Fire resistance	Superior	geopolymer binders often outperform OPC at high temperatures

† Historical ASTM C1202 result. ASTM C1202 is an electrical-indication method whose classification bands are established for portland-cement systems; this result is not used as the principal chloride-transport qualification for the current product. Chloride-migration testing to NT Build 492, targeting exposure classes XS1/XS3 and XC3/XC4, has been specified following engineering review; results will be published once testing is complete.

‡ Reported historical results. Primary laboratory reports are being consolidated into the substantiation file; test age, curing regime, mix identification and laboratory are not yet published. Service-life figures shown elsewhere on this site are projections, not measured results.

Valuable for infrastructure and defense applications.

Cradle-to-gate impacts per cubic metre of reference concrete.

82.6kg CO₂e/m³

Cradle-to-gate global warming potential

149L/m³

Production water

1,248MJ/m³

Primary energy

Independent LCA data Benchmark comparison — reductions below are NuGreen calculations against published industry data.

Property	Result	Standard / basis
Cradle-to-gate GWP	82.6 kg CO₂e/m³	63.3 kg CO₂e/yd³ — independent LCA data§
GWP vs benchmark	~81% lower	vs published 6,000 psi U.S. national benchmark*
Primary energy	1,248 MJ/m³	independent LCA data — ~57% lower than published industry reference*
Production water	149 L/m³	85 L batch + 64 L process — independent LCA data — ~52% less*
Acidification	0.56 kg SO₂e/m³	independent LCA data — ~60% lower*
Eutrophication	0.20 kg N/m³	independent LCA data — ~64% lower*
Smog formation	8.82 kg O₃e/m³	independent LCA data — ~70% lower*

§ Historical environmental result reported in an externally verified EPD for a reference concrete (6,000 psi design strength, cradle-to-gate A1–A3, U.S. basis). Applicability to current production is under review; product-specific environmental verification is pending.

Reference concrete: 6,000 psi design strength. * Benchmark comparisons are NuGreen calculations vs published industry data — methodology.

How the material behaves in existing production and placement workflows.

Standard equipment

Mixers, pump lines and batch plants — equipment only; admixtures and pumping qualified per project

Drop-in

Existing silos, hoppers and batching systems

Property	Result	Standard / basis
Compatible with	Standard equipment	mixers, pump lines, batch plants — no modifications required (equipment only; admixture and pumping performance are qualified per project)
Cure time before load	< 24 hrs	light load; full cure in 28 days
Handling	Drop-in	existing silos, hoppers, and batching systems

Working time is not published until it has been established under representative UAE placement conditions; no placement window should be assumed from earlier published data. Hot-weather performance is under validation with a UAE ready-mix partner; no temperature limits are stated until that programme reports.