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

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 wall constructed on the side of the hill slope to resist the pressure of earth filling and traffic load of the road is known as

2 / 50

2. In water-bound macadam road, the binding material used is

3 / 50

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

4 / 50

4. The stopping sight distance required on a down slope of a road is:

5 / 50

5. Maximum amount of super elevation should not be greater than

6 / 50

6. The breaking up of the road surface layer through cracking into some irregular-shaped areas is called

7 / 50

7. Flexible pavement distributes the wheel load

8 / 50

8. Pothole maintenance in the case of a road is

9 / 50

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

10 / 50

10. Bleeding may be reduced by

11 / 50

11. In the full grouted method of construction of bituminous roads, rolling is done with:

12 / 50

12. The length of the road ahead of the vehicle that is visible to the driver is called

13 / 50

13. The portion of a road causing a loud rumbling sound and vibration when a vehicle passes over them is called:

14 / 50

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

15 / 50

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

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16. Yellow color of a colored light traffic signal indicates

17 / 50

17. In earthen roads, the common stabilizers used are

18 / 50

18. 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

19 / 50

19. Binder used in bituminous road is

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20. Rotaries are not suitable if the number of vehicles exceeds (As per AASHO)

21 / 50

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

22 / 50

22. The angle of most acute vision of a driver is a cone of

23 / 50

23. The distance over which excavated material is transported is called

24 / 50

24. On the pavement with parabolic camber, the angle of inclination of vehicles will be

25 / 50

25. Feeder roads will have

26 / 50

26. In bituminous macadam road, the binding material used is

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27. Wave-like deformation on the road is called

28 / 50

28. The minimum thickness of the base course should be

29 / 50

29. Generally, a cement concrete road is discouraged because

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

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31. While negotiating a curve

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32. Page testing machine is used for

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33. An undesirable element to be avoided while fixing the alignment of a highway is

34 / 50

34. The length of the proposed Kathmandu Nijgadh Fast Track is equal to:

35 / 50

35. In the final layer, 1 cubic meter of sand is applied for the road surface for an area of

36 / 50

36. Marked local depression in a surface layer arising from the wearing away of material is called

37 / 50

37. The portion of the road for high-speed vehicles is known as

38 / 50

38. The provision of wind guy cable in a suspension bridge is

39 / 50

39. Surface condition of pavement is measured by

40 / 50

40. As per NRS 2070, a minimum width of the footpath should be

41 / 50

41. During maintenance of potholes, the potholes formed are enclosed by a rectangular boundary. The material inside, which is to be taken out and the pit formed, is carefully filled with aggregate and binder such that

42 / 50

42. The overall length of the vehicle affects the

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43. The following types of pavement are generally known as flexible pavement:

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44. The method of design of flexible pavements as recommended by Nepal Road Standard is:

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45. 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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46. An ideal pavement is constructed with:

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47. Cross ruts are formed along an earthen road because of

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48. Moving car observe method is a procedure to

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

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50. The portion of the road just both sides of the carriage way is known as

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