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

2 / 30

2. If no super elevation is provided on the road along curves, potholes may develop at

3 / 30

3. T-beam is suitable for a span of

4 / 30

4. The main cause of skidding is

5 / 30

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

6 / 30

6. Fixed delay is found in roads due to

7 / 30

7. While performing attrition and Los Angeles abrasion tests, the minimum weight of stones to be used should be

8 / 30

8. Waves and corrugation may be formed because of

9 / 30

9. Horizontal curves on highways are provided

10 / 30

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

11 / 30

11. A road sign indicating parking for four vehicles is

12 / 30

12. Traffic census is carried out to study

13 / 30

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

14 / 30

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

15 / 30

15. 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

16 / 30

16. A road sign indicating 'Keep Left' is

17 / 30

17. Customers prefer parking of their vehicles at

18 / 30

18. In highway construction, rolling starts from

19 / 30

19. Design of horizontal and vertical alignment, super elevation, sight distance, and grades are badly affected by

20 / 30

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

21 / 30

21. Compaction of a concrete slab is done with the help of

22 / 30

22. An ideal pavement is constructed with:

23 / 30

23. Sub-base coarse is provided not to improve

24 / 30

24. Design capacity is also known as

25 / 30

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

26 / 30

26. During construction of the road subgrade contains

27 / 30

27. A subsidiary area in a carriageway placed so as to control the movement of traffic is known as

28 / 30

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

29 / 30

29. Seal coat provides

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30. Minimum super elevation on a curve is equal to

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