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Highway Engineering Mock test – 4 || Civil Engineering Mock tests

Welcome to your Highway Engineering Mock test - 4
Take an exciting test in Highway Engineering
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
1. Minimum permissible speed on high speed roads, is decided on the basis of
2. Maximum super-elevation on hill roads should not exceed
3. If present A.D.T. is 5000 vehicles and annual increase is 10%, the average future flow after 5 years  will be
4. Roadway width for a National highways and State highways (two-lanes) is
5. Depth of reinforcement below the surface of a concrete pavement, is generally kept
6. On the recommendations of Nagpur Conference, the minimum width of a village road may be
7. The ratio of maximum deviation angle and maximum polar deflection angle of a Lemniscate curve,  is
8. The correct formula for calculating super-elevation for the hill roads, is
9. If R is the radius of a main curve and L is the length of the transition curve, the shift of the curve, is
10. Degree of a road curve is defined as the angle in degrees subtended at the centre by an arc of
11. Thickness of broken centre line markings for a four lane road, is generally kept
12. Curves in the same direction separated by short tangents, are called
13. The absolute minimum sight distance required for stopping a vehicle moving with a speed of 80  kmph, is
14. If N is deviation angle the length L of a parabolic vertical curve for overtaking sight distance S, is
15. The length of the side of warning sign boards of roads is
16. The minimum cross fall of shoulders is kept
17. The width of the right of way in urban area, is kept between 24 m to 60 m for
18. The minimum width of the pavement of a National Highway should be
19. Minimum radius of a simple circular curve deflecting through 5°, is
20. In India the modes of transportation, in the order of their importance, are
21. The usual width of side drains along Highways in hilly region, is
22. On most smooth hard surfaced roads, rolling resistance to moving vehicles, ranges from
23. Thickness of broken line markings on multi-lane road for lanes is generally kept
24. For maximum strength and durability minimum percentage of cement, by weight is
25. For the administration of road transport, a Motor Vehicle Act was enacted in

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