Civil Engineering – Highway Engineering Mock test – 2

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

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