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# Test: Surveying- 4

## 25 Questions MCQ Test Civil Engineering SSC JE (Technical) | Test: Surveying- 4

Description
This mock test of Test: Surveying- 4 for Civil Engineering (CE) helps you for every Civil Engineering (CE) entrance exam. This contains 25 Multiple Choice Questions for Civil Engineering (CE) Test: Surveying- 4 (mcq) to study with solutions a complete question bank. The solved questions answers in this Test: Surveying- 4 quiz give you a good mix of easy questions and tough questions. Civil Engineering (CE) students definitely take this Test: Surveying- 4 exercise for a better result in the exam. You can find other Test: Surveying- 4 extra questions, long questions & short questions for Civil Engineering (CE) on EduRev as well by searching above.
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QUESTION: 2

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QUESTION: 3

### Select the correct statement.

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QUESTION: 4

Dumpy level is most suitable when

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QUESTION: 5

An imaginary line lying throughout the surface of ground and preserving a constant inclination tothe horizontal is known as

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QUESTION: 6

Select the correct statement.

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QUESTION: 7

A series of closely spaced controur lines represents a

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QUESTION: 8

Direct method of contouring is

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QUESTION: 9

Which of the following methods of contouring is most suitable for a hilly terrain ?

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QUESTION: 10

Closed contours, with higher value in wards, represent a

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QUESTION: 11

Benchmark is eastablished by

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QUESTION: 12

The size of a plane table is

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QUESTION: 13

The process of determining the locatins of the instrument station by drawing resectors from the locations of the known stations is called

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QUESTION: 14

The methods used for locating the plane table stations are
1. radiation
2. traversing
3. intersection
4. resection

The correct answer is

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QUESTION: 15

If in a closed traverse, the sum of the north latitudes and also the sum of west departures ismore than the sum of the east departures, the bearing of the closing line is in the

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QUESTION: 16

Consider the following assumptions of Bowditch Method:
1. Error in linear measurements are proportional to √l
2.
Correction to latitude or departure of anyside = Total error in L (or) D x Length of that side / Perimeter of traverse
3. Angular Measurements are more precise than linear Measurements
4. Linear Measurements are more precise than angular measurements

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Bowditchs rule is used to balance a traverse when the linear and angular measurements are equally precise.It is assumed that angular and linear meaurements errors are proportional to 1/√L and √L respectively.

QUESTION: 17

The number of horizontal cross wires in a stadia iaphragm is

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QUESTION: 18

The multiplying constant of a theodolite is

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QUESTION: 19

For a tacheometer the additive and multiplying constants are respectively

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QUESTION: 20

The radial offset at a distance X from the point of commencement of curve of radius R is given
by

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QUESTION: 21

If r is the radius of curvature at any point of a transition curve and l is the distance from thebeginning of the transition curve to that point, then for ideal transition

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QUESTION: 22

If the long chord and tangent length of a circular curve of radius R are equal the angle of deflection, is

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QUESTION: 23

The relationship between tropical year TY ad sidereal year SY is

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QUESTION: 24

When the wind effect is not considered during flight planning, the result is a

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QUESTION: 25

100.Setting out of bridges involves determination of
1. length of centre line
2. height of piers
3. direction of centre line
4. position of piers
Of these statements

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