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    Special Concrete

    IS 3812 (Part 1):2013

    Pulverized Fuel Ash - Use as Pozzolana in Cement and Concrete

    Edition: 3rd RevisionYear: 2013Pages: 18

    About this code

    Specification for fly ash used as a pozzolana — fineness, lime reactivity, soundness, and chemical composition limits.

    Key sections

    1. 01Classification (Siliceous, Calcareous)
    2. 02Chemical limits
    3. 03Physical requirements
    4. 04Testing

    Critical clauses

    Clause 5.0Fineness

    Min 320 m2/kg by Blaine.

    In practiceFly ash from ESPs is finer.

    Clause 6.0Lime Reactivity

    >= 4.5 N/mm2 at 8 days.

    In practiceIndicates pozzolanic activity.

    Practical implications

    For specifiers

    Specify fly ash class.

    For suppliers

    Quarterly source testing.

    For executors

    Cure 14 days.

    FAQs

    Can fly ash exceed 35% of cementitious?

    Yes for HVFA mixes — IS 456 clause 5.2 allows beyond limits with proven performance.

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    This summary is for quick reference. For legal compliance and project specification, refer to the official BIS publication. Standards are periodically updated; verify current edition with BIS before reliance.

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