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Civil Engineering – Highway Engineering Mock test – 2

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Posted By: JP July 10, 2017




Welcome to your Highway Engineering Mock test - 2
Take an exciting test in Highway Engineering
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1. Length of vehicles does not affect
2. Transverse joints are provided at distances varying from
3. Pick up the correct statement from the following:
4. Driving vehicles on wet surfaced roads, is dangerous because it may
5. If x% is the gradient of an alignment and y% is the gradient after proper superelevation along a curved portion of a highway, the differential grade along the curve, is
6. To prevent movement of moisture from subgrade to road pavement at the same level as that of water-table, thickness of a cut off layer of coarse sand, is
7. In an ideal transition curve, the radius of curvature
8. To indicate proper control of consistency of a freshly mixed concrete for pavement construction, the slump should be between
9. The ideal shape of a transition curve, is
10. The desirable camber for straight cement concrete roads, is
11. Road width 8.8 m of two lane National highways or State highways in mountainous terrain
12. The width of different roads as recommended in Nagpur plan by the Indian Road Conference for hilly region, is
13. Along high ways confirmatory route markers are generally fixed
14. Minimum permissible speed on high speed roads, is decided on the basis of
15. On concrete roads, the camber generally provided, is
16. The absolute minimum sight distance required for stopping a vehicle moving with a speed of 80 km ph, is
17. For Indian conditions, the water bound macadam roads, are suitable if daily traffic does not exceed
18. While calculating the sight distances, the driver's eye above road surface, is assumed
19. Minimum thickness of a layer of fine sand required to cut off capillary rise of water completely, should be
20. For the administration of road transport, a Motor Vehicle Act was enacted in
21. If D is the degree of a curve, the percentage reduction of gradient, is
22. Reinforcement in cement concrete slab of road pavements, is placed
23. According to IRC : 52-1973, for a single lane National Highway in hilly region,
24. At a road junction, 7 cross conflict points are severe if
25. Any gradient on a road is said to be an exceptional gradient, if it is







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