SSC JE Civil Preliminary Exam in January 2018 | Practice test Day – 57



Welcome to your SSC JE Civil 2018 Objective Exam Practice test Day - 57
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1. To indicate proper control of consistency of a freshly mixed concrete for pavement construction, the slump should be between
2. For Indian conditions, the water bound macadam roads, are suitable if daily traffic does not exceed
3. At a road junction, 7 cross conflict points are severe if
4. For the administration of road transport, a Motor Vehicle Act was enacted in
5. Transverse joints are provided at distances varying from
6. Minimum thickness of a layer of fine sand required to cut off capillary rise of water completely, should be
7. The ideal shape of a transition curve, is
8. Pick up the correct statement from the following:
9. Minimum permissible speed on high speed roads, is decided on the basis of
10. The width of different roads as recommended in Nagpur plan by the Indian Road Conference for hilly region, is
11. On concrete roads, the camber generally provided, is
12. Length of vehicles does not affect
13. According to IRC : 52-1973, for a single lane National Highway in hilly region,
14. Along high ways confirmatory route markers are generally fixed
15. If D is the degree of a curve, the percentage reduction of gradient, is
16. Driving vehicles on wet surfaced roads, is dangerous because it may
17. While calculating the sight distances, the driver's eye above road surface, is assumed
18. Road width 8.8 m of two lane National highways or State highways in mountainous terrain
19. The desirable camber for straight cement concrete roads, is
20. The absolute minimum sight distance required for stopping a vehicle moving with a speed of 80 km ph, is
21. In an ideal transition curve, the radius of curvature
22. 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
23. 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
24. Reinforcement in cement concrete slab of road pavements, is placed
25. Any gradient on a road is said to be an exceptional gradient, if it is



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