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 / 50

1. A transition curve introduced between the tangent and the circular curve should

2 / 50

2. The main difference between theodolite and level is:

3 / 50

3. The angular and linear measurement of the part of the traverse can be checked by

4 / 50

4. In a prismatic compass,

5 / 50

5. Theodolite is an instrument used for measuring

6 / 50

6. A field is measured with a 1.0 percent too-long chain is found to be 10,000 acres. The corrected area of the field will be

7 / 50

7. Metallic tapes are made of

8 / 50

8. Compensator is used to make the line of sight perpendicular to the vertical axis in the case of

9 / 50

9. In a dumpy level, the objective and eyepiece lenses are made of two or more small lenses to obtain

10 / 50

10. The bearing of line AB is 200° and that of BC is 270°, the included angle ABC is

11 / 50

11. The limiting length of an offset does not depend upon

12 / 50

12. For the route survey of a contour map, the method used is

13 / 50

13. 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

14 / 50

14. Leveling across a river is done by

15 / 50

15. The height of instrument method is

16 / 50

16. The longest chain line passing through the center of the area is known as

17 / 50

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

18 / 50

18. In trigonometrical leveling, the combined correction is given by (where m=coefficient of refraction)

19 / 50

19. Which one of the following is not a personal error?

20 / 50

20. Local attraction at a place may be due to

21 / 50

21. The angle of intersection of the horizon mirror and the index mirror of an optical square is

22 / 50

22. A discrepancy is the difference between

23 / 50

23. *For the construction of highway/railway

24 / 50

24. Distomats is a type of

25 / 50

25. With the help of leveling, we measure

26 / 50

26. Cubic parabola is a type of

27 / 50

27. Level surface is parallel to

28 / 50

28. The contour line can cross one another on a map only in the case of

29 / 50

29. Angular surveying in which both the horizontal and vertical positions of a point are obtained by optical means is known as

30 / 50

30. If the level tube is out of adjustment by an angle e, when the telescope is rotated through 180°, it becomes

31 / 50

31. A contour map of the area is essential before proceeding with the construction of

32 / 50

32. The stadia hairs are not used in

33 / 50

33. A level line is a

34 / 50

34. Chain surveying is used for a small area in

35 / 50

35. The inclination of the needle to the horizontal towards the pole is called

36 / 50

36. The magnetic bearing of a line is 60°, and the true bearing of the same line is 70°. Find the declination

37 / 50

37. The triangle formed by joining the position of the known points on plane table survey is known as:

38 / 50

38. The function of the leveling head is

39 / 50

39. The tacheometric method is a more suitable method for preparing the contour map of

40 / 50

40. A traverse consists of six sides; then the sum of external angles must be

41 / 50

41. Which one is the simplest survey?

42 / 50

42. For Y level, Cooke's, and Cushing levels, the line of collimation should coincide with

43 / 50

43. The two-point problem as compared to the three-point problem is:

44 / 50

44. For a line AB

45 / 50

45. *Error due to imperfect adjustment of plate level is termed as

46 / 50

46. Working edge of alidade is called

47 / 50

47. Positive error is caused if

48 / 50

48. The instrument used for centering the plane table accurately is:

49 / 50

49. In chain survey execution, this first step taken is

50 / 50

50. The whole circle bearing 338°42" converted into quadrantal form is given as

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