SSC JE Civil Preliminary Exam in January 2018 | Practice test Day - 57 - ENGINEERING BIX

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



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