# Surveying Mock test – 5 || Civil Engineering Mock tests

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1.

If the length of a transition curve to be introduced between a straight and a circular curve of radius 500 m is 90 m, the maximum perpendicular offset for the transition curve, is

1 out of 25
2.

Centering error of a theodolite produces an error

2 out of 25
3.

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

3 out of 25
4.

The longitudinal section of the surface of bubble tube is

4 out of 25
5.

The slope correction may be ignored if

5 out of 25
6.

While measuring with a metallic tape of 30 m length pull should be applied

6 out of 25
7.

For locating a distant object visible from two transit stations, the method usually preferred to, is

7 out of 25
8.

Closed contours of decreasing values towards their centre, represent

8 out of 25
9.

Contour lines of different elevations can unite to form one line, only in the case of

9 out of 25
10.

For setting out a simple curve, using two theodolites.

10 out of 25
11.

The magnetic bearing of a line is 32° and the magnetic declination is 10° 15' W. The true bearing is

11 out of 25
12.

Accuracy of 'fix' by two point problem, is

12 out of 25
13.

A traverse deflection angle is

13 out of 25
14.

The 'fix' of a plane table station with three known points, is bad if the plane table station lies

14 out of 25
15.

The sag of 50 m tape weighing 4 kg under 5 kg tension is roughly

15 out of 25
16.

One of the tacheometric constants is additive, the other constant, is

16 out of 25
17.

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

17 out of 25
18.

Diaphragm of a surveying telescope is held inside

18 out of 25
19.

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

19 out of 25
20.

A tape of length and weight kg/m is suspended at its ends with a pull of
correction is

20 out of 25
21.

The least count of a Vernier scale is

21 out of 25
22.

If the area calculated form the plan plotted with measurements by an erroneous chain, accurate area of the plan is

22 out of 25
23.

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

23 out of 25
24.

Pantograph is used for

24 out of 25
25.

If the radius of a simple curve is R, the length of the chord for calculating offsets by the method of chords produced, should not exceed.

25 out of 25

#### 2 Commentson "Surveying Mock test – 5 || Civil Engineering Mock tests"

1. All questions are too good..
Totally designed as real exam questions
Thanks..

2. One of the tacheometric constants is additive, the other constant, is

ANS:- DEVIDNG (f/i)

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