50">
At a Glance
Ashcrete Fly Ash is a classified, high-quality Class F fly ash — a pozzolanic by-product of coal combustion in thermal power plants. It is collected dry from electrostatic precipitators (ESP) or bag filters and processed to meet strict quality standards.
Compliant with IS 3812 : Part 1 and BS 3892 : Part 1, Ashcrete Fly Ash is supplied by TSG Impex pan-India and exported to UAE, GCC, Middle East and Africa for use in ready-mix concrete, cement manufacturing, infrastructure projects, and precast production.
Replace up to 35% cement, significantly cutting material costs without compromising strength.
Ideal for mass concrete — reduces thermal cracking in large pours like dams, rafts, and pile caps.
Spherical particle shape acts as a lubricant, enhancing flow and reducing water demand.
Reduced permeability and improved resistance to chloride ingress, sulphate attack, and alkali-silica reaction.
Pozzolanic reaction continues for months, often surpassing OPC concrete strength at 90 days.
100% utilisation of industrial by-product — reduces landfill burden and CO₂ emissions per tonne of concrete.
Test reports and batch certificates are available on request with every consignment.
| Parameter | Value / Limit |
|---|---|
| Standard | IS 3812 : Part 1 / BS 3892 : Part 1 |
| Grade | Grade I & Grade II |
| Colour | Light Grey to Dark Grey |
| Specific Gravity | 1.90 – 2.55 |
| Fineness (45µ residue) | ≤ 34% (IS) / ≤ 12% (BS) |
| Loss on Ignition | ≤ 5% (IS Grade I) |
| Moisture Content | ≤ 1.0% |
| Lime Reactivity | ≥ 4.5 N/mm² |
| Compressive Strength | ≥ 80% of control at 28 days |
| Soundness (Le Chat.) | ≤ 10 mm |
* Values are indicative. Actual test certificates provided with each supply.
Download the complete TDS including test methods and application guidelines.
Request TDS / Test ReportsPartial replacement of OPC in RMC plants for improved workability and reduced heat of hydration.
Enhanced chloride resistance and long-term strength gain in prestressed and reinforced structures.
Used in pavement quality concrete and stabilised subgrade for improved durability.
Reduces water demand and improves pumpability in high-rise concrete pours.
Superior sulphate resistance and reduced permeability in underground structures.
Fly ash bricks, blocks, pavers — lighter weight with equivalent or better compressive strength.
Grade I (as per IS 3812) has finer particle size and lower loss on ignition (≤ 5%), making it suitable for structural concrete. Grade II is coarser and used in non-structural applications like bricks and fills.
Typically 20–35% of OPC by weight in structural concrete. For mass concrete applications (dams, thick rafts), replacement levels up to 50–60% are used with appropriate mix design.
Fly Ash concrete gains strength more slowly in early days (3–7 days), but typically matches and exceeds OPC concrete strength at 28–90 days due to the ongoing pozzolanic reaction.
When stored in dry, covered conditions (silos or covered sheds), fly ash has an indefinite shelf life. Exposure to moisture can cause hydration and reduce reactivity.
Yes — fly ash concrete shows significantly better chloride penetration resistance than plain OPC concrete, making it preferred for marine and coastal structures.
Tell us your volume, location, and project details. Our team responds within one business day.