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Highway Engineering problems


  • 1. Retaining walls are generally constructed with dry rubble stones with 60 cm top width and

  • Options
  • A. 1 : 2 front batter
  • B. 1 : 3 front batter
  • C. 1 : 4 front batter
  • D. 1 : 5 front batter
  • Discuss
  • 2. The ability of a driver to stop the vehicle moving with the designed speed, depends upon:

  • Options
  • A. perception time
  • B. brake reaction time
  • C. efficiency of the brakes
  • D. frictional resistance between road surface and vehicle
  • E. all the above.
  • Discuss
  • 3. In cement concrete pavements, tensile stress is due to :

  • Options
  • A. bending or deflection under wheel loads
  • B. difference in temperature of the top and bottom of pavement
  • C. contraction of slab during falling temperature
  • D. all the above.
  • Discuss
  • 4. During last phase of the reconnaissance, details of the grade line is recorded on 2 metre poles to indicate

  • Options
  • A. direction of the proposed alignment
  • B. distance between the previous and forward pegs
  • C. relative elevations of pegs
  • D. all the above.
  • Discuss
  • 5. The radius of curvature provided along a transition curve, is

  • Options
  • A. minimum at the beginning
  • B. same throughout its length
  • C. equal to the radius of circular curve
  • D. varying from infinity to the radius of circular curve.
  • Discuss
  • 6. The convexity provided to the carriageway between the crown and edge of the pavement, is known as

  • Options
  • A. super-elevation
  • B. camber
  • C. height of the pavement
  • D. None of these.
  • Discuss
  • 7. The standard equation of a cubical spiral transition curve provided on roads, is

  • Options
  • A.
  • B.
  • C.
  • D.
  • E. none of these.
  • Discuss
  • 8. On earth roads, the camber should preferably be

  • Options
  • A. 1 in 20 to 1 in 24
  • B. 1 in 30 to 1 in 48
  • C. 1 in 15 to 1 in 20
  • D. 1 in 10 to 1 in 15
  • E. 1 in 10 to 1 in 12
  • Discuss
  • 9. 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
  • 10. 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

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