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Discussion :: Concrete Technology and Design of Concrete Structures

  1. The individual variation between test strength of sample should not be more than

    2. A.

     ±5% of average
    B.

     ± 10% of average
    C.

     ± 15% of average
    D.

     ±20% of average

    View Answer

    Workspace

    View Answer

    Answer : Option C

    Explanation :

    Explanation Not Provided

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