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IS 3812 Part 1 : 2021Pulverized Fuel Ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

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CurrentFrequently UsedSpecificationMaterials Science · Roads and Pavement
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OverviewValues7InternationalTablesFAQ3Related

IS 3812:2021 Part 1 is the Indian Standard (BIS) for pulverized fuel ash - specification: part 1 for use as pozzolana in cement, cement mortar and concrete. This standard specifies the chemical and physical requirements for pulverized fuel ash (fly ash) intended for use as a pozzolana in the manufacture of Portland pozzolana cement, and as an admixture in cement mortar and concrete.

Specifies requirements for pulverized fuel ash (fly ash) for use as a pozzolanic admixture in cement, mortar, and concrete, improving their properties.

Overview

Status
Current
Usage level
Frequently Used
Domain
Materials Science — Roads and Pavement
Type
Specification
Earlier editions
IS 3812 Part 1:2023IS 3812 Part 1:2013
Typically used with
IS 1727IS 4032IS 456IS 10262IS 4905
Also on InfraLens for IS 3812
7Key values2Tables3FAQs
Practical Notes
! High Loss on Ignition (LOI) in fly ash can significantly increase the demand for air-entraining and water-reducing admixtures, negatively impacting concrete workability.
! Always verify the fineness of fly ash; coarser fly ash (retained heavily on a 45-micron sieve) will exhibit poor pozzolanic activity and lower concrete strength.
! Calcareous fly ash (often from lignite coal) has higher reactive calcium content than siliceous fly ash, affecting early strength development.
Frequently referenced clauses
Cl. 4Classification of Fly AshCl. 5Chemical RequirementsCl. 6Physical RequirementsCl. 8Sampling and Testing
Pulled from IS 3812:2021. Browse the full clause & table index below in Tables & Referenced Sections.
fly ashpulverized fuel ashpozzolanacementconcrete

International Equivalents

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Key Values7

Quick Reference Values
Fineness (Blaine's specific surface)Min 320 m2/kg
Particles retained on 45-micron sieve (wet sieving)Max 34%
Loss on ignition (LOI)Max 5.0%
Moisture contentMax 2.0%
SiO2 + Al2O3 + Fe2O3 (Siliceous Fly Ash)Min 70.0% by mass
SiO2 + Al2O3 + Fe2O3 (Calcareous Fly Ash)Min 50.0% by mass
Compressive strength at 28 daysMin 80% of control mix strength

Tables & Referenced Sections

Key Tables
Table 1 - Chemical Requirements
Table 2 - Physical Requirements
Key Clauses
Clause 4 - Classification of Fly Ash
Clause 5 - Chemical Requirements
Clause 6 - Physical Requirements
Clause 8 - Sampling and Testing

Related Resources on InfraLens

Cross-Referenced Codes
IS 1727:2004Methods of Test for Pozzolanic Materials
→
IS 4032:1985Methods of Chemical Analysis of Hydraulic Cem...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 10262:2019Concrete Mix Proportioning - Guidelines
→
IS 4905:1968Methods for Random Sampling
→
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Mix Design Calculator
IS 10262 · M20–M50

Frequently Asked Questions3

What is the maximum allowed Loss on Ignition (LOI) for fly ash in concrete?+
5.0% by mass as per Table 1. (Can be extended up to 7.0% if agreed upon for certain specific applications).
What is the required fineness for fly ash used as pozzolana?+
It must have a minimum specific surface area of 320 m2/kg or maximum 34% retention on a 45-micron sieve (Table 2).
What is the difference between siliceous and calcareous fly ash?+
Siliceous fly ash has reactive calcium oxide less than 10%, while calcareous fly ash has reactive calcium oxide between 10% and 25%.

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