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  • Question
  • If L is the length of the transition curves provided on either side of a circular curve of radius R, the maximum angle of deflection with tangent for the junctions of the transition curve and circular curve, is


  • Options
  • A. L/R
  • B. L/2R
  • C. L/3R
  • D. L/4R
  • E. none of these.

  • Correct Answer
  • none of these. 


  • Highway Engineering problems


    Search Results


    • 1. Super-elevation on roads in snow bound areas, should generally not exceed

    • Options
    • A. 15%
    • B. 12%
    • C. 10%
    • D. 7%
    • E. 6%
    • Discuss
    • 2. Setting out of Lemniscate transition curves, is done with

    • Options
    • A. perpendicular offsets
    • B. radial offsets
    • C. deflection angles
    • D. polar deflection angles.
    • Discuss
    • 3. Pick up the incorrect statement from the following:

    • Options
    • A. Highways are always constructed in straight line
    • B. Highways may be provided horizontal curves
    • C. Highways may be provided vertical curves
    • D. Highways may be provided both horizontal and vertical curves.
    • Discuss
    • 4. Alignment of highways in hilly regions, is decided on

    • Options
    • A. long stretch of very hard cutting
    • B. number of river crossings
    • C. natural unstable areas
    • D. saddles or passes
    • E. all the above.
    • Discuss
    • 5. To prevent compressive stresses in a rigid concrete pavement, the joint prvoided, is

    • Options
    • A. expansion joint
    • B. contraction joint
    • C. hinged joint
    • D. all the above.
    • Discuss
    • 6. Indian Road Congress (I.R.C.) was founded and constituted with its head quarters at New Delhi, in

    • Options
    • A. 1924
    • B. 1927
    • C. 1930
    • D. 1934
    • E. 1942
    • Discuss
    • 7. If the width of a pavement slab is 7.5 m, thickness 20 cm and working stress 1400 kg/cm2, spacing of 10 mm tie bars for the longitudinal joint, is

    • Options
    • A. 10 cm
    • B. 20 cm
    • C. 30 cm
    • D. 40 cm
    • E. 50 cm
    • Discuss
    • 8. If the rate of change of the super-elevation along a curved portion of a 7 metre wide road is 1 in 150 and the maximum super-elevation allowed is 1 in 15, the maximum length of the transition curve to be provided at either end, is

    • Options
    • A. 65 m
    • B. 70 m
    • C. 75 m
    • D. 80 m
    • E. 90 m
    • Discuss
    • 9. Excessive camber on pavements may cause

    • Options
    • A. deterioration of central portion
    • B. slip of the speedy vehicles towards the edges
    • C. erosion of the berms
    • D. all the above.
    • Discuss
    • 10. The minimum road width is taken

    • Options
    • A. 9 m
    • B. 12 m
    • C. 16 m
    • D. 20 m
    • Discuss


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