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 instrument used to measure horizontal and vertical angle is

2 / 50

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

3 / 50

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

4 / 50

4. An offset more than 15m in length is known as

5 / 50

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

6 / 50

6. The spacing of crosshairs in a stadia diaphragm of a tacheometer is 1.5mm, and the focal length of the objective glass is 30cm, the multiplying constant of the tacheometer is

7 / 50

7. A traverse survey can be plotted

8 / 50

8. Dumpy level is used when

9 / 50

9. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be

10 / 50

10. The fundamental lines of transit of the theodolite are

11 / 50

11. It is more difficult to obtain good results while measuring the horizontal distance by the stepping method

12 / 50

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

13 / 50

13. Handles of chains are made of

14 / 50

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

15 / 50

15. Short offsets are measured with

16 / 50

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

17 / 50

17. The angle that can be set by a French cross-staff is

18 / 50

18. If the image formed by the objective of the telescope is not in the plane of crosshairs, it is called

19 / 50

19. The optical square is based on the principle of

20 / 50

20. Overturning of vehicles on a curve can be avoided by using

21 / 50

21. Bowditch's rule is applied to

22 / 50

22. In the case of a telescopic alidade, the adjustment done is

23 / 50

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

24 / 50

24. The types of errors that are of a cumulative nature and can be corrected are known as

25 / 50

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

26 / 50

26. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by

27 / 50

27. Secular variation is an important factor because

28 / 50

28. The angle subtended by the long chord of a simple curve at its center is equal to

29 / 50

29. A negative declination shows the magnetic meridian to the

30 / 50

30. The magnification of a telescope lens depends upon

31 / 50

31. In normal condition, the difference of fore and back bearing should be?

32 / 50

32. In a traverse, the algebraic sum of the deflection angles, taking the right-hand deflection angles as positive and left-hand deflection as negative, should be equal to

33 / 50

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

34 / 50

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

35 / 50

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

36 / 50

36. Natural error in leveling is caused due to

37 / 50

37. Which one of the following may not be classified as a natural error?

38 / 50

38. Find the length of curve if radius of curve

39 / 50

39. If Θ is the angle of the slope, L is the length of the slope, and H is the difference in elevation between the two ends of the link, then the slope correction will be

40 / 50

40. The smaller angle which a survey line makes with the true meridian is known as

41 / 50

41. The curvature and refraction corrections applied to staff readings respectively are

42 / 50

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

43 / 50

43. The number of horizontal cross wires in a stadia diaphragm is

44 / 50

44. A chain is made up of mild steel or galvanized iron wire of diameter

45 / 50

45. In a constant level tube, the size of the bubble remains constant because the upper wall of the tube has

46 / 50

46. The longitudinal section of the surface of the bubble tube is

47 / 50

47. If the quadrantal bearing of a line is N 35° W, then the whole circle bearing is

48 / 50

48. For the construction of a highway railway

49 / 50

49. The main difference between theodolite and level is:

50 / 50

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

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