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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1. The projection of a line on a plane perpendicular to the meridian is known as

2 / 50

2. In compass surveying

3 / 50

3. Crosshairs in a surveying telescope are fitted

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4. The best method of interpolation of contours in the direct method of contouring is by

5 / 50

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

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6. In a closed traverse,

7 / 50

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

8 / 50

8. *The leveling of the instrument is done such that

9 / 50

9. The true bearing of a line can be calculated as (Where the declination is to the east.)

10 / 50

10. Metallic tapes are made of

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11. An imaginary line connecting the points of equal elevation on the ground surface is known as

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

13 / 50

13. Which one is the simplest survey?

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14. The multiplying constant of a tacheometer is

15 / 50

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

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

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17. Butt rods are used for measuring

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18. Dumpy level is used when

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19. In survey, it was recorded that Σfall = 0 then

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20. 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

21 / 50

21. Personal error in leveling occurs due to

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22. The correction for curvature as applied to staff reading is

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

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24. Obstacle to ranging but not chaining is

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25. The difference between the most probable value of a quantity and its observed value is

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26. The main difference between an optical square and a prism square is

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

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28. In leveling, the station where the back sight and foresight readings are taken is known as

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29. The orientation of the table is done by

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30. When the angular and linear measurements are equally precise in traversing, the balancing of the traverse is done by:

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31. The absence of spherical aberration in a telescope is known as

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32. Contours are used to determine

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

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

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

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36. The chord of curve less than peg interval is known as

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37. Hydrographic survey deals with the mapping of

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38. The survey which is carried out to determine absolute locations and the direction of any line on the surface of the earth by making observations of heavenly bodies is called

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39. The height of instrument method is

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

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41. Parallax may be eliminated by

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

43 / 50

43. If the needle is truly magnetic and is not sluggish

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44. Chainage is the distance measured

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45. Direction of the closing error is given by

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46. In the case of leveling staff readings are taken by (In the case of target staff)

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47. Fifteen readings were recorded in a level field book. If the instrument was shifted after the 5th, 10th, and 15th readings, then the foresight readings are

48 / 50

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

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

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50. 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

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