Surveying Online Test - Paper 3 » Winning Questions
GKaim: Measure. Improve. Achieve.

Surveying Online Test – Paper 3

0%
Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
  • Do not refresh the page!
  • 👍 All the best!

1 / 50

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

2 / 50

2. Direct distance measurement method is more suitable to measure in

3 / 50

3. Axis method of traverse correction is used when

4 / 50

4. The sensitivity of the bubble tube can be increased by

5 / 50

5. Short offsets are measured with

6 / 50

6. Two contour lines, having the same elevation

7 / 50

7. If the formation level is less than the ground level, the difference between them at any point will give the

8 / 50

8. "Fiducial edge" is the working edge of

9 / 50

9. Contour lines

10 / 50

10. The Q.B of the lines are given by...., ...., & ..... If W.C.B. of the lines are 0°, 135°, 270° respectively

11 / 50

11. Methods adopted for traversing are

12 / 50

12. The effect of local attraction is observed in

13 / 50

13. A bearing noted N45° E represents

14 / 50

14. *The method of leveling used to carry out the reconnaissance of an area is

15 / 50

15. A benchmark (BM) is a

16 / 50

16. A traverse survey can be plotted

17 / 50

17. Parallax may be eliminated by

18 / 50

18. Contour interval, within the limits of a map

19 / 50

19. The benchmark of a station A is 500 m, and the back sight reading at the point A is 2 m & foresight reading of station B is 3 m. Find the RL of station B

20 / 50

20. To orient a plane table without two inaccessible points, the method generally adopted is:

21 / 50

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

22 / 50

22. The types of instrument generally used in the survey of gravity water supply system are:

23 / 50

23. Obstacle to ranging but not chaining is

24 / 50

24. The resection by a two-point problem as compared to the three-point problem:

25 / 50

25. Which one is the simplest survey?

26 / 50

26. Azimuth (direct angles) is an angle measured in

27 / 50

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

28 / 50

28. The horizontal distances obtained by tacheometry are corrected for

29 / 50

29. The types of survey used to fix property lines are

30 / 50

30. In the intersection method of plane tabling, the number of stations needed to be set up is:

31 / 50

31. The maximum permissible difference allowed while taking down the fore bearing and back bearing of a line is

32 / 50

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

33 / 50

33. In a survey, it was recorded that Σrise = 0, then

34 / 50

34. The Philadelphia rod is a type of

35 / 50

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

36 / 50

36. The representation of general topography of a very flat terrain is possible only

37 / 50

37. An offset scale always has the zero mark at

38 / 50

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

39 / 50

39. The contour lines merge or cross one another on the map in the case of

40 / 50

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

41 / 50

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

42 / 50

42. The trunion axis or transverse axis is

43 / 50

43. The contour lines are perpendicular to the

44 / 50

44. Which of the following terms is not associated with leveling:

45 / 50

45. An imaginary line lying through the surface of the ground, having a constant inclination to the horizontal, is known as

46 / 50

46. The two-point problem is:

47 / 50

47. If the intercept on the vertical staff is observed as 1.5mm from a tacheometer, the horizontal distance between the tacheometer and staff station is

48 / 50

48. In leveling across a hill, the level should be set up on

49 / 50

49. Staff intercept means

50 / 50

50. Offset angle taken in chain survey may be

Please provide accurate information so we can send your Achievement Certificate by mail.

Your score is

Share your achievement!

LinkedIn Facebook
0%

Please provide your feedback.

Thank you for your valuable feedback.

Subscribe
Notify of
guest
0 Comments
Scroll to Top