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    For lightly reinforced sections in slabs, beams, columns etc. the slump should be:
    Question

    For lightly reinforced sections in slabs, beams, columns etc. the slump should be:

    A.

    15-25 mm

    B.

    50-100 mm

    C.

    25-75 mm

    D.

    75-100 mm

    Correct option is C

    Below are the values of slump and their usage:

    Placing Condition
    Degree of Workability 
    Slump, mm
    Mud mat, shallow section, pavement using pavers
    Very low
    0.70 – 0.80 (Compacting factor)
    Mass concrete; lightly reinforced slabs, beams, walls, columns; strip footings
    Low
    25-75
    Heavily reinforced slabs, beams, walls, columns
    Medium
    50-100
    Slip formwork, pumped concrete
    Medium
    75-100
    In situ piling, trench fill
    High
    100-150
    Tremie concrete
    Very high
    150-200 (flow test as per IS 9103:1999)

    Slump Requirements:
    For lightly reinforced sections in slabs, beams, and columns, a medium workability is typically desired to ensure that the concrete can be easily placed and compacted without segregation.
    The slump value suitable for these applications is usually in the range of 25-75 mm. This range provides enough workability to ensure proper placement and compaction around the reinforcement without excessive segregation or bleeding.

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