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  • Question
  • The camber on pavements, is provided by


  • Options
  • A. straight line method
  • B. parabolic method
  • C. straight line and parabolic at crown
  • D. elliptical method
  • E. circular method.

  • Correct Answer
  • straight line and parabolic at crown 


  • Highway Engineering problems


    Search Results


    • 1. To ensure that bullock carts may not overturn on curves, the maximum value of super-elevation, recommended by I.R.C., is

    • Options
    • A. 1 in 10
    • B. 1 in 12
    • C. 1 in 15
    • D. 1 in 20
    • E. 1 in 25
    • Discuss
    • 2. The best compromise between the increase of the length of a highway and reduction in its load carrying capacity, is the ruling gradient

    • Options
    • A. 1 in 10
    • B. 1 in 15
    • C. 1 in 20
    • D. 1 in 25
    • E. l in 30
    • Discuss
    • 3. When load is applied on concrete pavement

    • Options
    • A. away from edges, the maximum bending moment is negative
    • B. away from edges, the maximum bending moment cause compression
    • C. on the edges, the maximum stress is parallel to the edge of the slab
    • D. none of these.
    • Discuss
    • 4. The width of the right of way, is influenced by

    • Options
    • A. formation width
    • B. shoulders or berms
    • C. classification of road
    • D. availability of funds
    • E. all the above.
    • Discuss
    • 5. An ideal vertical curve is

    • Options
    • A. true spiral
    • B. cubic spiral
    • C. cubic parabala
    • D. lamniscate
    • E. none of these.
    • Discuss
    • 6. Roadway width for a National highways and State highways (two-lanes) is

    • Options
    • A. 12 m
    • B. 9 m
    • C. 9.5 m
    • D. 15 m
    • Discuss
    • 7. In complex situations, total time required for a driver to form a judgement and to act, may be taken as

    • Options
    • A. 1.0 sec
    • B. 1.5 sec
    • C. 2.0 sec
    • D. 2.5 sec
    • E. 3.0 sec
    • Discuss
    • 8. Ruling gradient on hill roads 300 m above M.S.L. is kept

    • Options
    • A. 4%
    • B. 5%
    • C. 6%
    • D. 7%
    • E. 8%
    • Discuss
    • 9. The ratio of maximum deviation angle and maximum polar deflection angle of a Lemniscate curve, is

    • Options
    • A. 2
    • B. 3
    • C. 4
    • D. 5
    • E. 6
    • Discuss
    • 10. The length of a transition curve, is governed by

    • Options
    • A. rate of change of radial acceleration
    • B. rate of change of super-elevation
    • C. both (a) and (b)
    • D. neither (a) nor (b)
    • Discuss


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