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. A level tube is used to make the line of sight horizontal. It is filled with

2 / 50

2. In the scale of a map is 1:25000, what does it mean:

3 / 50

3. The function of the leveling head is

4 / 50

4. An offset scale always has the zero mark at

5 / 50

5. Handles of chains are made of

6 / 50

6. The observed reading on a leveling staff was 3.525 m. If the staff was 0.125m off from the original ground level, what should be the correct reading?

7 / 50

7. "A curve of varying radius introduced between two branches of a compound curve is called

8 / 50

8. Obstacle to ranging but not chaining is

9 / 50

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

10 / 50

10. The accuracy of measurement in chain surveying does not depend upon

11 / 50

11. A series of straight, parallel, and widely spaced contours on a map represent a

12 / 50

12. Normal tension is that pull which

13 / 50

13. The number of links in a 30 m metric chain is

14 / 50

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

15 / 50

15. Different grades are joined together by a

16 / 50

16. The effect of local attraction is observed in

17 / 50

17. The "point of tangency" of a simple circular curve is

18 / 50

18. The two-point problem and three-point problems are methods of:

19 / 50

19. Which one is the simplest survey?

20 / 50

20. An operation for determining the relative elevations of different points on the surface of the earth is known as

21 / 50

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

22 / 50

22. Prolongation of a chain line across an obstruction in chain surveying is done by

23 / 50

23. Two contour lines, having the same elevation

24 / 50

24. A 30 m long tape was standardized at a temperature of 30°C; at the time of measurement, the temperature recorded was 35°C. Then the correction for temperature per tape length is (coefficient of thermal expansion = 0.0001116/°C)

25 / 50

25. Short offsets are measured with

26 / 50

26. A poor fix of the table is:

27 / 50

27. Theodolite traverse is plotted more accurately by

28 / 50

28. Height of instrument method of leveling, as compared to the rise and fall method, is

29 / 50

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

30 / 50

30. The direct method of contouring is

31 / 50

31. *The instrument used to measure horizontal and vertical angle is

32 / 50

32. The fundamental lines of transit of the theodolite are

33 / 50

33. The orientation of the table is done by

34 / 50

34. The magnification of a telescope lens depends upon

35 / 50

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

36 / 50

36. Choose the correct statement:

37 / 50

37. The included angles of the theodolite traverse are generally measured

38 / 50

38. The range of accuracy in measuring distance by EDM with respect to ODM is

39 / 50

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

40 / 50

40. The vertical distance between any two consecutive contours is known as

41 / 50

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

42 / 50

42. If the focal length of the objective glass is 20cm, and the distance from the object glass to the trunnion axis is 12cm, the additive constant is

43 / 50

43. The stadia hairs are not used in

44 / 50

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

45 / 50

45. The optical square is based on the principle of

46 / 50

46. Sensitivity of a level tube is expressed by

47 / 50

47. For a tacheometer, the additive and multiplying constants are respectively

48 / 50

48. If the included angle is less than 180°, the deflection angle is

49 / 50

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

50 / 50

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

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