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Surveying Mock test – 4 || Civil Engineering Mock tests




Welcome to your Surveying Mock test -4
Take an exciting test in Surveying
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1.

In levelling operation,

1 out of 25
2.

The method of finding out the difference in elevation between two points for eliminating the effect of curvature and refraction, is

2 out of 25
3.

Which one of the following mistakes/errors may be cumulative + or – :

3 out of 25
4.

The orthographical projection of a traverse leg upon the reference meridian, is known as

4 out of 25
5.

Ramsden eye-piece consists of

5 out of 25
6.

The distance between steps for measuring down hill to obtain better accuracy

6 out of 25
7.

Magnetic declination at any place

7 out of 25
8.

For orientation of a plane table with three points A, B and C, Bessel's drill is

8 out of 25
9.

An angle of deflection right, may be directly obtained by setting the instrument to read

9 out of 25
10.

ABCD is a rectangular plot of land. If the bearing of the side AB is 75°, the bearing of DCis

10 out of 25
11.

Total latitude of a point is positive if it lies

11 out of 25
12.

The tangent to the liquid surface in a level tube, is parallel to the axis of the level tube at

12 out of 25
13.

The slope correction may be ignored if

13 out of 25
14.

The whole circle bearing of a line is 290°. Its reduced bearing is

14 out of 25
15.

The horizontal angle between true meridian and magnetic meridian, is known

15 out of 25
16.

Transition curves are introduced at either end of a circular curve, to obtain

16 out of 25
17.

If L is in kilometres, the curvature correction is

17 out of 25
18.

The reduced bearing of a line is N 87° W. Its whole circle bearing is

18 out of 25
19.

The minimum range for sliding the focusing lens in the internal focusing telescope for focusing at all distances beyond 4 m is

19 out of 25
20.

Surveys which are carried out to depict mountains, rivers, water bodies, wooded areas and other cultural details, are known as

20 out of 25
21.

Grid lines are parallel to

21 out of 25
22.

Systematic errors are those errors

22 out of 25
23.

With usual notations, the expression  V^2/gR represents

23 out of 25
24.

The apparent error on reversal is

24 out of 25
25.

If a tacheometer is fitted with an anal-latic lens

25 out of 25







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