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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!!!

In levelling operation,

1 out of 25

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

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

3 out of 25

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

4 out of 25

Ramsden eye-piece consists of

5 out of 25

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

6 out of 25

Magnetic declination at any place

7 out of 25

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

8 out of 25

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

9 out of 25

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

10 out of 25

Total latitude of a point is positive if it lies

11 out of 25

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

12 out of 25

The slope correction may be ignored if

13 out of 25

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

14 out of 25

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

15 out of 25

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

16 out of 25

If L is in kilometres, the curvature correction is

17 out of 25

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

18 out of 25

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

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

20 out of 25

Grid lines are parallel to

21 out of 25

Systematic errors are those errors

22 out of 25

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

23 out of 25

The apparent error on reversal is

24 out of 25

If a tacheometer is fitted with an anal-latic lens

25 out of 25

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