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. The factor influencing the selection of pavement type is

2 / 50

2. Floating gradients are provided

3 / 50

3. If the path traveled along the road surface by the wheels due to rotation results in

4 / 50

4. The first stage of deciding the alignment of a hill road is

5 / 50

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

6 / 50

6. The types of curves generally provided on highways are

7 / 50

7. While negotiating a curve

8 / 50

8. The maximum super-elevation on hill roads should not exceed:

9 / 50

9. Road Board of Nepal is generally working in the field of road for the purpose of

10 / 50

10. The function of the pavement is

11 / 50

11. A road within a town is called

12 / 50

12. The joints parallel to the center line of the road are called?

13 / 50

13. Green color of a colored light traffic signal indicates

14 / 50

14. At horizontal curves on a highway, the inner side of the road is

15 / 50

15. The minimum distance between two hairpin bends, when a number of hairpin bends are introduced, is

16 / 50

16. The total reaction time for an average driver for a normal situation is

17 / 50

17. Camber is provided to the road surface in the transverse direction to:

18 / 50

18. Routine maintenance is normally done by the use of

19 / 50

19. For calculating the minimum value of the ruling radius of horizontal curves in plains, the design speed is taken as

20 / 50

20. A higher value of super elevation is highly undesirable for:

21 / 50

21. The highest point on the road surface is called

22 / 50

22. The loosening of the top surface of a road by mechanical or other means is called

23 / 50

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

24 / 50

24. Character of traffic means

25 / 50

25. A circumferential road, built around an urban area to enable free flow of traffic is called

26 / 50

26. Extra width of mechanical widening on the curve is provided

27 / 50

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

28 / 50

28. The width of bay on a concrete road is generally taken as

29 / 50

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

30 / 50

30. The economic survey of a proposed road project includes a detailed survey of

31 / 50

31. The steepest gradient in ordinary condition should not exceed

32 / 50

32. Minimum super elevation on a curve is equal to

33 / 50

33. When roads do not cross each other at the same level, i.e., one road crosses either above or below the other road with the help of an over-bridge or sub-way, then it is called

34 / 50

34. The super elevation obtained by the rotation of pavement about the inner edge of the pavement

35 / 50

35. For the surface course, the durable method of stabilization is

36 / 50

36. Setback distance is the distance between the road land boundary and building line which depends on

37 / 50

37. In highway construction, rolling starts from

38 / 50

38. Bleeding may be reduced by

39 / 50

39. A deep and big depression on a road is called

40 / 50

40. The minimum thickness of the base course should be

41 / 50

41. Number of National highways in Nepal (According to the decision of Ministries of council dated 2076/02/06)

42 / 50

42. The life of a cement concrete road is taken as

43 / 50

43. An ideal transition curve is the one whose length is

44 / 50

44. The initial application of a binder to an absorbent highway surface, prior to the construction of a wearing coat is called

45 / 50

45. Which vehicle has the highest equivalent pcu

46 / 50

46. Ratio of the width of the car parking area required at the kerb for 30┬░ parking relative to 60┬░ parking is approximately

47 / 50

47. The width of the carriageway of a two-lane road without a raised curb is

48 / 50

48. The overall length of the vehicle affects the

49 / 50

49. Best road suitable for pneumatic & iron-wheeled vehicles is

50 / 50

50. Traffic density is

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