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. The distance between terminal points computed from a subsidiary traverse run between them is known as

2 / 50

2. The intercept of a staff is

3 / 50

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

4 / 50

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

5 / 50

5. Local attraction in compass surveying may be due to

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. When several contours coincide, it indicates

8 / 50

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

9 / 50

9. The length of the perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to

10 / 50

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

11 / 50

11. The error eliminated by taking the mean of both face observations is

12 / 50

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

13 / 50

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

14 / 50

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

15 / 50

15. The function of the leveling head is

16 / 50

16. If a chain is found too short on testing, it can be adjusted by

17 / 50

17. 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

18 / 50

18. The accuracy required in precise leveling is of the order of (Where K is the total distance of the level line in KM)

19 / 50

19. 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

20 / 50

20. Indirect ranging method is adopted when two points of the chain line are:

21 / 50

21. Actually, which is not the method of plane tabling?

22 / 50

22. If the sum of northing of a traverse exceeds the sum of southing by 2m and the sum of easting exceeds the sum of westing by 2m, the resulting closing error will be

23 / 50

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

24 / 50

24. The maximum allowable limit up to which a measurement may vary from the true value is known as

25 / 50

25. The height of instrument method is

26 / 50

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

27 / 50

27. The location of the contour gradient for a highway is best set out from

28 / 50

28. The principle of surveying to prevent the accumulation of errors is

29 / 50

29. A chain 33 feet long and consisting of 16 links each 2(1/16) feet long is

30 / 50

30. Size of a theodolite is specified by

31 / 50

31. Tellurometer uses

32 / 50

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

33 / 50

33. The device used in computing the horizontal and vertical distances rapidly and conveniently is

34 / 50

34. *The line of collimation should be parallel to

35 / 50

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

36 / 50

36. The advantage of anallatic lens is

37 / 50

37. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for:

38 / 50

38. Permanent adjustment is carried out to

39 / 50

39. The angle of intersection of a curve is the angle between

40 / 50

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

41 / 50

41. Under Survey, "working from whole to part" is done

42 / 50

42. Offsets are

43 / 50

43. The dip of the needle

44 / 50

44. A straight line tangential to the longitudinal curve of the level tube at its center is known as

45 / 50

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

46 / 50

46. The multiplying constant of a tacheometer is

47 / 50

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

48 / 50

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

49 / 50

49. Find the R.F. of 1cm = 5m

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50. The difference between a level line and a horizontal line is that

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