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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!!!

For setting out a simple curve, using two theodolites.

1 out of 30

Metric chains are generally available in

2 out of 30

A relatively fixed point of known elevation above datum, is called

3 out of 30

The vertical angle between longitudinal axis of a freely suspended magnetic needle and a horizontal line at its pivot, is known

4 out of 30

In levelling operation

5 out of 30

When the bubble of the level tube of a level, remains central

6 out of 30

Plotting of inaccessible points on a plane table, is done by

7 out of 30

The best method of interpolation of contours, is by

8 out of 30

An ideal transition curve is

9 out of 30

On a diagonal scale, it is possible to read up to

10 out of 30

Cross hairs in surveying telescopes, are fitted

11 out of 30

The systematic errors which persist and have regular effects in the performance of a survey operation, are due to

12 out of 30

A back sight

13 out of 30

The conventional sign shown in below figure represents a

14 out of 30

Setting out a curve by two theodolite method, involves

15 out of 30

If the angular measurements of a traverse are more precise than its linear measurements, balancing of the traverse, is done by

16 out of 30

The operation of making the algebraic sum of latitudes and departures of a closed traverse, each equal to zero, is known

17 out of 30

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

18 out of 30

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

19 out of 30

Pantagraph is used for

20 out of 30

The latitude of a traverse leg is obtained by multiplying its length by

21 out of 30

Orientation of a plane table by solving two point problem is only adopted when

22 out of 30

The desired sensitivity of a bubble tube with 2 mm divisions is 30". The radius of the bubble tube should be

23 out of 30

In levelling operation

24 out of 30

Measuring with a 30 m chain, 0.01 m too short, introduces

25 out of 30

The angle between two plane mirrors of optical square, is

26 out of 30

Centering error of a theodolite produces an error

27 out of 30

The diaphragm of a stadia theodolite is fitted with two additional

28 out of 30

Deviation of the actual road gradient from the proposed contou'r gradient up hill side, involves

29 out of 30

True meridian of different places

30 out of 30

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