Surveying Online Test - Paper 3 » Winning Questions
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Surveying Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. The shape of the vertical curve generally used is

2 / 50

2. A series of closely spaced contour lines represent a

3 / 50

3. The boundary of water of a still lake is

4 / 50

4. Positive error is caused if

5 / 50

5. Size of a theodolite is specified by

6 / 50

6. A relatively fixed point of known elevation above the datum is called

7 / 50

7. Which of the following instruments is generally used for baseline measurements?

8 / 50

8. Placing the table over the station such that the station plotted on the sheet is exactly above the corresponding station on the ground is:

9 / 50

9. The permissible limits of error in chaining for measurement on rough or hilly ground are

10 / 50

10. The place where the reading is taken is known as

11 / 50

11. The surface perpendicular to the direction of gravity is

12 / 50

12. A scale representing either three units or only one unit and its fractions up to the second place of the decimal point is

13 / 50

13. *When it is not possible to set up the level, midway between the two points, then the difference in elevation between them is measured by

14 / 50

14. 'SPIRE TEST' is used in the permanent adjustment of theodolite for

15 / 50

15. Fifteen readings were recorded in a level field book. If the instrument was shifted after the 5th, 10th, and 15th readings, then the foresight readings are

16 / 50

16. A diagonal eyepiece is provided with a

17 / 50

17. A negative declination shows the magnetic meridian to the

18 / 50

18. Plane table surveying is a graphical method of surveying in which:

19 / 50

19. Azimuth and altitude of a star

20 / 50

20. The intercept of a staff is

21 / 50

21. *The two-peg method is used to check the parallelism between the

22 / 50

22. In the case of leveling staff readings are taken by (In the case of target staff)

23 / 50

23. Leveling across a river is done by

24 / 50

24. The levels to which the earthwork will have to be carried out is known as

25 / 50

25. Metallic tapes are made of

26 / 50

26. The image of the objectives formed should lie

27 / 50

27. The method of leveling in which the plane table is set at only one station to take detail is known as:

28 / 50

28. Staff intercept means

29 / 50

29. *For the construction of highway/railway

30 / 50

30. With the help of leveling, we measure

31 / 50

31. When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be:

32 / 50

32. The W.C.B of a line is preferred to a quadrantal bearing merely because

33 / 50

33. Offsets are

34 / 50

34. Ten readings were recorded in a level field book. If the instrument was shifted after the 2nd and 6th readings, then the foresight readings are

35 / 50

35. The amount of correction due to local attraction at a place

36 / 50

36. If the distance between two points A and B is 1km, the combined correction for curvature and refraction will be

37 / 50

37. The optical square is based on the principle of

38 / 50

38. An imaginary line connecting the points of equal elevation on the ground surface is known as

39 / 50

39. In an internal focusing type of telescope, the negative lens provided is

40 / 50

40. While measuring horizontal distance by stepping method we should follow

41 / 50

41. The process of turning the telescope about the vertical axis in a horizontal plane is known as

42 / 50

42. Area of triangle joining three corner points in comparison to the circle same three points:

43 / 50

43. If the magnetic declination is (-)6°0' and the reduced bearing of a line is S40°01'E, the true bearing of the line is

44 / 50

44. The process of bringing the vertical circle to the right of the observer is called

45 / 50

45. Which one is the simplest survey?

46 / 50

46. If a chain is found too short on testing, it can be adjusted by

47 / 50

47. The multiplying constant of a tacheometer is

48 / 50

48. Chainage is the distance measured

49 / 50

49. For a line AB

50 / 50

50. Theodolite is an instrument used for measuring

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