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Highway Sheet 12

  • 1) Question.

    Transverse joints may be classified as

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  • 2) Question.

    In the wideth of pavement slab is 7.5 m, thickness 20 cm and woring stress 1400 kg/cm2, spacing of 10 mm tic bars for the longitudinal joint, is

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  • 3) Question.

    To prevent compressive stresses in a rigid concrete pavement, the joint provided, is

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  • 4) Question.

    In welded wire mesh, the longitudinal wire is placed at

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  • 5) Question.

    Depth of reinforcment below the surface of a concrete pavement, is generally kept

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  • 6) Question.

    Reinforcement in cement concrete slab of road pavement, is placed

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  • 7) Question.

    If d is the economic designed depth of a slab, the thickness of the cement concrete pavement slab at interor, is kept

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  • 8) Question.

    For the design of cement concrete pavement for corner loading, Indian Road Congress recommends the use of

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  • 9) Question.

    If d is the thickness of a concrete pavement, the equivalent radius b of resisting section for an interior loading, is

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  • 10) Question.

    The formula for calculating the depth of concrete pavements suggested by Goldbeck, is

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  • 11) Question.

    The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is -

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  • 12) Question.

    The method of design of flexible pavement as recommended by IRC is -

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  • 13) Question.

    For rapid curing cutbacks, the oil used is -

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  • 14) Question.

    Softening point of bitumen to be used for road construction at a place where maximum temperature is 400 C should be -

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  • 15) Question.

    The recommended grade of tar for grouting puropose is -

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  • 16) Question.

    RC-2, MC-2 and SC-2 correspond to -

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  • 17) Question.

    Bitumen of grade 80/100 means -

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  • 18) Question.

    Penetration test on bitumen is used for determining its -

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  • 19) Question.

    Which of the following represents hardest grade of bitumen ?

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  • 20) Question.

    In highway construction on superelevated curves, the rolling shall proceed from

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