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  • Question
  • Passing zones are generally not provided on


  • Options
  • A. summit curves
  • B. horizontal curves
  • C. two lane highways
  • D. all the above.

  • Correct Answer
  • all the above. 


  • Highway Engineering problems


    Search Results


    • 1. The ideal shape of a transition curve, is

    • Options
    • A. clothoid
    • B. cubic spiral
    • C. cubic parabola
    • D. lamniscate
    • E. none of these.
    • Discuss
    • 2. Minimum thickness of a layer of fine sand required to cut off capillary rise of water completely, should be

    • Options
    • A. 40 cm
    • B. 52 cm
    • C. 64 cm
    • D. 76 cm
    • E. 80 cm
    • Discuss
    • 3. While designing hair pin bends on higways, the minimum

    • Options
    • A. designed speed is 20 km/hour
    • B. gradient is 1 in 40
    • C. gradient is 1 in 200
    • D. superelevations is 1 in 10
    • E. All the above.
    • Discuss
    • 4. The shape of a vertical curve, is

    • Options
    • A. parabolic
    • B. elliptical
    • C. circular
    • D. spiral
    • E. all the above.
    • Discuss
    • 5. The first stage of deciding the alignment of a hill road, is

    • Options
    • A. reconnaissance
    • B. detailed survey
    • C. trace-out
    • D. preliminary survey.
    • Discuss
    • 6. While calculating the sight distances, the driver's eye above road surface, is assumed

    • Options
    • A. 90 cm
    • B. 100 cm
    • C. 110 cm
    • D. 120 cm
    • E. 150 cm
    • Discuss
    • 7. Minimum permissible speed on high speed roads, is decided on the basis of

    • Options
    • A. 15 percentile cumulative frequency
    • B. 20 percentile cumulative frequency
    • C. 30 percentile cumulative frequency
    • D. 40 percentile cumulative frequency.
    • Discuss
    • 8. If D is the degree of a curve, the percentage reduction of gradient, is

    • Options
    • A. 0.01 D
    • B. 0.02 D
    • C. 0.03 D
    • D. 0.04 D
    • E. 0.005 D
    • Discuss
    • 9. To indicate proper control of consistency of a freshly mixed concrete for pavement construction, the slump should be between

    • Options
    • A. 3 to 5 cm
    • B. 4 to 6 cm
    • C. 5 to 7 cm
    • D. 7 to 10 cm
    • E. 10 to 12 cm
    • Discuss
    • 10. If x% is the gradient of an alignment and y% is the gradient after proper superelevation along a curved portion of a highway, the differential grade along the curve, is

    • Options
    • A. (x + y)%
    • B. (x - y)%
    • C. (y - x)%
    • D. (x x y)%
    • E. (y + x)%
    • Discuss


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