Civil Engineering – Highway Engineering Mock test – 2




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







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