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    Aggregate Standards

    IS 383:2016

    Coarse and Fine Aggregates for Concrete - Specification

    Edition: 3rd RevisionYear: 2016Pages: 32

    About this code

    Specification for natural and manufactured aggregates used in concrete. 2016 revision permits manufactured sand (M-sand), recycled aggregates, and updates grading limits.

    Key sections

    1. 01Scope
    2. 02Sources of aggregates (natural, manufactured, recycled)
    3. 03Grading requirements
    4. 04Quality requirements
    5. 05Sampling

    Critical clauses

    Clause 5.0Manufactured Sand

    M-sand permitted with controlled fines.

    In practiceVerify methylene blue value <= 1.0 g/kg.

    Clause 6.2Grading - Coarse

    20mm graded: well-defined sieve limits.

    In practiceCombined grading reduces water demand.

    Clause 6.3Fine Aggregate Zones

    Zone I (coarse) to Zone IV (fine).

    In practiceBangalore M-sand typically Zone II.

    Clause 7.0Deleterious Materials

    Silt <3%, chloride <0.06%, sulphate <0.4%.

    In practiceWash river sand if silt high.

    Clause 8.0Recycled Aggregates

    RCA permitted up to 20% in M25 and below.

    In practiceTest water absorption — typically 4-7%.

    Practical implications

    For specifiers

    Specify zone for FA, grading for CA.

    For suppliers

    Test source quarterly.

    For executors

    Visually verify cleanliness on delivery.

    FAQs

    Is M-sand allowed for all grades?

    Yes — IS 383:2016 explicitly permits M-sand with controlled fines and methylene blue.

    Recycled aggregate limits?

    20% RCA in M25 and below for plain/RCC.

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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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