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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Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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  • 👍 All the best!

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1. The types of leveling used for Geodetic survey is

2 / 50

2. The type of survey in which horizontal and vertical distance is measured

3 / 50

3. Open cross-staff is commonly used for setting out

4 / 50

4. 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

5 / 50

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

6 / 50

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

7 / 50

7. Instrumental error in leveling is an error due to

8 / 50

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

9 / 50

9. The position of a point can be fixed more accurately by

10 / 50

10. Axis method of traverse correction is used when

11 / 50

11. The instrument used for measuring area on a contour map is

12 / 50

12. 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

13 / 50

13. The two-point problem is:

14 / 50

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

15 / 50

15. Error in tacheometric surveying is due to

16 / 50

16. If the length of a transition curve is such that the full super elevation is attained at the junction with the circular curve, the resultant curve is known as

17 / 50

17. When several contours coincide, it indicates

18 / 50

18. Tacheometry is best suited

19 / 50

19. The method of offset laying involving minimum measurement on the ground is

20 / 50

20. Contour interval is proportional

21 / 50

21. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is

22 / 50

22. The scale used to measure and to set out the angles is

23 / 50

23. In plane table instrument for horizontal & vertical measurement without chaining

24 / 50

24. The method of plane tabling generally adopted to obtain details and plotting inaccessible points is:

25 / 50

25. The prismatic compass and the surveyor's compass respectively give

26 / 50

26. In compass surveying

27 / 50

27. A Cadastral Map is a map having

28 / 50

28. If W is the weight of the chain, L is the span, and P is the tension or pull, the sag correction for the chain will be

29 / 50

29. When a chain line encounters a river:

30 / 50

30. With the help of leveling, we measure

31 / 50

31. A bearing noted N45° E represents

32 / 50

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

33 / 50

33. *Total station is

34 / 50

34. Contours are used to determine

35 / 50

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

36 / 50

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

37 / 50

37. Orientation is the operation of keeping the table at successive stations such that:

38 / 50

38. A building is an obstacle to

39 / 50

39. Crosshairs in a surveying telescope are fitted

40 / 50

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

41 / 50

41. In the stadia method, if k is the multiplying factor, s is the staff intercept, c is the additive constant of the instrument, then the distance equation is given by the expression

42 / 50

42. Local attraction at a place may be due to

43 / 50

43. *Due to the curvature of the earth, objects look

44 / 50

44. The process of turning the telescope about the horizontal axis in a vertical plane by a complete revolution is known as

45 / 50

45. The "point of the curve" of a simple circular curve is

46 / 50

46. The minimum horizontal distance between any two consecutive contours is known as

47 / 50

47. In a closed traverse, the closing error should not be more than (where N is the no. of sides of the traverse)

48 / 50

48. Bowditch's rule is applied to

49 / 50

49. In a closed traverse by included angles, the sum of measured interior angles should be equal to

50 / 50

50. Find the length of curve if R=500 m, Intersection angle= 120°

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