☰ Transportation Engineering (Civil Engineering) - MCQs

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Q61.

What is the psychological widening of pavement on a horizontal curve of radius 230 m for ruling design speed 80 kmph ?

  • A. 0.455 m
  • B. 0.555 m
  • C. 0.655 m
  • D. 0.755 m

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Q62.

Which of the following is taken into consideration while determining overtaking sight distance in four lane highway /

  • A. Distance covered during reaction time
  • B. Distance covered during covertaking operation
  • C. Reaction distance plus overtaking distance
  • D. Distance covered during reaction time plus distance covered during operation plus distance covered ny the opposing traffic :

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Q63.

For a constant value of co-efficient of lateral friction, the value of required super elevation increases with :

  • A. increase in both speed and radius of curve
  • B. decrease in both speed and radius of curve
  • C. increase in speed and with decrease in radius of curve
  • D. decrease in speed and with increase in radius of curve

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Q64.

If ruling gradients is 1 in 20 and there is also a horizontal curve of radius 76 m, then compensated grade should be ;

  • A. 3%
  • B. 4%
  • C. 5%
  • D. 6%

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Q65.

Length of transition curve for design speed 65 kmph and radius of curve 325 m using IRC formula is :

  • A. 44.1 m
  • B. 54.1 m
  • C. 34.1 m
  • D. 74.1 m

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Q66.

For design, that length of transition curve should be taken which is :

  • A. based on allowable rate of change f centrifugal accenleration
  • B. based on rate of change of super elevation
  • C. higher of (a) and (b)
  • D. smailer of (a) and (b)

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