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[Mock Test ] Surveying Mock test – 2 | Civil Engineering Online Tests

Here you can access very important online free Civil Engineering Mock test in the topic of Surveying. This test will be very useful for all kind of examinations such as SSC JE, ESE, GATE, State Level Assistant Engineers, Central Level Assistant Engineers and PSUs exams.

Welcome to your Surveying Mock test - 2
Take an exciting test in Surveying
You have only 20 mins to complete the test (30 Questions)
Wish you all the best!!!
1. On a diagonal scale, it is possible to read up to
2. True meridian of different places
3. Pantagraph is used for
4. When the bubble of the level tube of a level, remains central
5. Centering error of a theodolite produces an error
6. The systematic errors which persist and have regular effects in the performance of a survey operation, are due to
7. If the angular measurements of a traverse are more precise than its linear measurements, balancing of the traverse, is done by
8. The angle between two plane mirrors of optical square, is
9. Orientation of a plane table by solving two point problem is only adopted when
10. Deviation of the actual road gradient from the proposed contou'r gradient up hill side, involves
11. Two hill tops A and B 20 km apart are intervened by a third top C. If the top most contour of the three hill tops are of the same value, state whether the line of sight AB
12. Metric chains are generally available in
13. For setting out a simple curve, using two theodolites.
14. The latitude of a traverse leg is obtained by multiplying its length by
15. The desired sensitivity of a bubble tube with 2 mm divisions is 30". The radius of the bubble tube should be

The conventional sign shown in below figure represents a
17. Plotting of inaccessible points on a plane table, is done by
18. A back sight
19. The operation of making the algebraic sum of latitudes and departures of a closed traverse, each equal to zero, is known
20. Setting out a curve by two theodolite method, involves
21. In levelling operation
22. A relatively fixed point of known elevation above datum, is called
23. An ideal transition curve is
24. Cross hairs in surveying telescopes, are fitted
25. In levelling operation
26. Measuring with a 30 m chain, 0.01 m too short, introduces
27. The sum of the interior angles of a geometrical figure laid on the surface of the earth differs from that of the corresponding plane figure only to the extent of one second for every
28. The vertical angle between longitudinal axis of a freely suspended magnetic needle and a horizontal line at its pivot, is known
29. The diaphragm of a stadia theodolite is fitted with two additional
30. The best method of interpolation of contours, is by

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