Highway Engineering Online Test - Paper 2 » Effective Exam
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Highway Engineering Online Test – Paper 2

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

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. The factor influencing the selection of pavement type is

2 / 30

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

3 / 30

3. A road will have certain weak areas where the problems repeatedly occur. Such spots are known as:

4 / 30

4. CBR (California Bearing Ratio) test is used for finding

5 / 30

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

6 / 30

6. At the horizontal curve, the outer edge of the pavement is raised with respect to the inner edge to counteract the effect of centrifugal force, is known as

7 / 30

7. Bituminous road is

8 / 30

8. The minimum thickness of the base course should be

9 / 30

9. The type of transition curve generally provided on hill traces is

10 / 30

10. The vehicle having the lowest equivalent p.c.u. is

11 / 30

11. The efficiency and life of a hill road can be considerably increased by providing

12 / 30

12. A road sign indicating parking for four vehicles is

13 / 30

13. The thickness of pavement may be reduced considerably by

14 / 30

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

15 / 30

15. Extra width of pavement is not provided on horizontal curves when the radius is

16 / 30

16. Bleeding may occur due to

17 / 30

17. Intensity of traffic for bituminous carpet roads is

18 / 30

18. The length of the side of warning sign boards on roads is

19 / 30

19. The distance traveled by a moving vehicle during perception and brake reaction time is known as

20 / 30

20. Mahendra Rajmarg of Nepal does not touch the border of ......... Terai district.

21 / 30

21. Camber is

22 / 30

22. The width of roads that can be lighted by mounting street lights on one side of the road is

23 / 30

23. Camber is provided on

24 / 30

24. Transition curve is provided in horizontal alignment

25 / 30

25. Any gradient on a road is said to be an exceptional gradient if it is

26 / 30

26. The portion of the road surface, which is used by vehicular traffic, is known as

27 / 30

27. Longitudinal joints in concrete roads are provided if the width exceeds

28 / 30

28. Carpeting is

29 / 30

29. Tyre pressure influences the

30 / 30

30. Design capacity is also known as

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