Highway Engineering Online Test - Paper 3 »Expert-Level Test
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Highway Engineering Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. If the velocity of a moving vehicle on a road is v kmph, s is stopping distance plus the average length of the vehicle in meters, then the basic capacity of a lane is given by

2 / 50

2. The height of the parapet wall provided above the beam level is

3 / 50

3. The end supports of a bridge are called

4 / 50

4. The maximum design gradient for the vertical profile of a road is

5 / 50

5. The ideal shape of a transition curve is

6 / 50

6. The structure provided on both sides of shoulders to pass the rainwater is known as

7 / 50

7. The percentage reduction of gradient for compensating the loss of tractive force of a vehicle along a radius R is

8 / 50

8. For transportation purposes in Nepal, the first preference is given to:

9 / 50

9. Widening of the roads on curves in a hilly region is done?

10 / 50

10. The example of rigid pavement is

11 / 50

11. Maximum number of vehicles can be parked with

12 / 50

12. If the coefficient of lateral friction is constant, then the value of required super elevation increases with

13 / 50

13. The maximum speed on the road depends upon the type of

14 / 50

14. The highest point on the road surface is called

15 / 50

15. Obligatory points in a road alignment are:

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16. At highway stretches, the required overtaking sight distance can't be provided; it is necessary

17 / 50

17. In hill roads, the minimum sight distance required is

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18. Bituminous grouted macadam roads may be expected to have a useful life of about

19 / 50

19. Binder used in bituminous road is

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20. Generally, a cement concrete road is discouraged because

21 / 50

21. The steepest gradient is

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22. In the geometric design of highways, the most controlling features are:

23 / 50

23. A dividing strip in the middle of the roadway is called

24 / 50

24. A junction so designed that traffic streams are divided to enable them to pass over or under each other is called

25 / 50

25. A bridge whose center line is not at right angles to the stream flow is known as

26 / 50

26. The traffic conflicts that may occur in a rotary intersection are

27 / 50

27. In the premix method of bitumen road construction, aggregate is also heated

28 / 50

28. Flexible pavement distributes the wheel load

29 / 50

29. The position of the base course in a flexible pavement is

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30. The thickness of the parapet wall on the valley side of the roadway is usually kept as

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31. The function of the pavement is

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32. At places of heavy rainfall, side drains to be provided on a road should be

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33. On a horizontal curve, if the pavement is kept horizontal across the alignment. Then the pressure on the outer wheels as compared to the pressure on the inner wheels will be

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34. If the cross slope of the terrain is more than 60%, it is classified as

35 / 50

35. The design speed for hill terrain of a trunk road is

36 / 50

36. If the wearing course of the road is 5 cm, the base course is 15 cm, the sub-base course is 15 cm, and the capping layer is 15 cm, then what will be the thickness of the pavement?

37 / 50

37. In a gravel road, the binding material used is

38 / 50

38. The types of transition curves generally used in hill road is

39 / 50

39. The normal height of the driver's eye (NRS 2070) above the road surface is

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40. 10 to 20 cm diameter holes provided in a retaining structure to drain off the seepage flow are known as

41 / 50

41. Which test is carried out to know the resistance to flow, of the given bituminous material?

42 / 50

42. Minimum thickness of the base of a flexible pavement is

43 / 50

43. For the most effective traffic control, adopt

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44. Thickness of a pavement may be reduced considerably by

45 / 50

45. The minimum number of vehicles for the position of a traffic rotary is

46 / 50

46. Bleeding may be reduced by

47 / 50

47. The concrete pavement is provided when the daily traffic load per lane exceeds

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48. Green color of a colored light traffic signal indicates

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49. A road within a town is called

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50. The effect of gradient on safe overtaking sight distance is

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