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Survey 1 To 100

Created on 9th August 2025

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87 Questions

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Questions (87)

1. In Triangulation, the best shape of triangle is........ triangle with base angle equal to.......

Isosceles, 56 degree 14 minute

4 choice options

2. If the scale is taken as 1 cm = 50 M, then what is the reduction factor ?

0.0002

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3. The surveying in which shape of earth is taken into account is called as......

Geodetic Surveying

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4. The length and number of links in a surveyor's chain is equal to :

66 ft, 100 links

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5. Least count of Matric chain is.......

20 cm

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6. What is the length of Engineer's chain ?

100 feet

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7. Choose the correct length of metric chain from the following.

20 m

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8. Choose the correct length of Metric chain from the following.

20 m

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9. What is the Count for links in 20 m Matric chain ?

100

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10. What is the count for links in 30 M Metric chain ?

150

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11. What is the length of Guntur's chain ?

66 ft

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12. What is the count for links of Guntur's chain ?

100

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13. What is the chainage of point B, if a chainage of point A is 2093.335 m and the horizontal distance between A and B is 237 m.

2330.335

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14. What is the Chainage of point B, if a Chainage of point A is 2500 m and the horizontal distance between A and B is 349.565 M

2849.565

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15. You measure 20.355 m distance with metric chain.

False

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16. You measure 15.40 m distance with metric chain.

True

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17. You measure 25.50 m distance with metric chain.

False

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18. In Metric chain, 1 m distance is demoted by.....

Brass Ring

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19. In metric chain, 5 m distance is demoted by.....

Single pointed tally Mark

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20. In Metric chain, 10m distance is demoted by.....

Two pointed tally mark

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21. How many Tally marks are there in 20 m chain

3

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22. How many two pointed Tally marks are there in 20 m chain

1

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23. An imaginary line joining points of same reduce level is called as......

Contour

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24. Closed lines with contour values increasing inside represents.....

Hill

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25. Closed lines with contour values decreasing inside represents.....

Vally

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26. The length of Survey line measured with 30 M chain was found to be 650 M .calculate the true length of line if the chain was 15 CM longer.

653.25

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27. Which type of chain is 100 ft long ?

Engineer's Chain

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28. If the length measured with 20 m chain is found as 435 M and later the chain found 10 cm short. what will be the correct length ?

432.825

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29. If the length measured with 20 m chain is found as 1445.5 M and later the chain found 12 CM short. what will be the correct length ?

1436.827

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30. The length of Survey line measured with 30 M chain was found to be 267 M calculate the true length of line if the chain was 7.5 CM longer.

267.67

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31. The length of a line measured by means of a 20 m chain was found to be 610.2 M known to be 612.0 M what was the actual length of chain ?

20.066

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32. The longest line dividing total area in two parts, is known as.......

Base line

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33. Which instrument is used in Chain surveying ?

All of these

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34. The line joining the main survey stations is known as.....

Main Survey line

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35. 1 nautical mile is equal to......M

1852

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36. The lines which are run in the field to check the accuracy of the work is called as.....

Proof Lines

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37. Error due to change in temperature in changing is........

Cummulative +ve or -ve

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38. "Georeferencing" in Surveying involves :

Assigning geographic coordinates to a map or survey data

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39. A " Contour Map " is used to :

Show the elevation changes across a landscape

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40. A "Survey benchmark " is....

A point of known elevation used as a reference for leveling

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41. A "Topographic Survey" is performed to :

Map the surface features and contours of the land

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42. In a "chain survey," the chain used is typically:

20 meters long

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43. In a "Traverse Survey," "Closure" refers to:

The process of ensuring that the survey returns to the starting points

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44. In a "Survey report," the "Data sheets" contain :

The recorded measurement and observations from the field

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45. In a survey drawing, the "Legend" is used to:

Explain the symbols and abbreviations used

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46. In a topographic survey, contour lines represent:

The elevation of the terrain

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47. In civil engineering drawings, a "detail view" is used to:

Show a specific part of the structure at a larger scale

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48. In surveying, "error of Closure" is:

The discrepancy between the measured and actual values

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49. In surveying, "differential leveling" involves:

Measuring the difference in elevation between two points

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50. In surveying, "triangulation" used to:

Determined positions based on known angles from a base line

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51. In surveying, a "traverse" involves:

A series of connected lines forming a closed loop to determine positional accuracy

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52. In surveying, the term "azimuth" refers to:

A Horizontal angle measured clockwise from a reference direction

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53. In surveying, the term "bearing" refers to:

The direction of a line relative to a reference direction

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54. In surveying, the term "error" refers to:

All of the Above

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55. In surveying, the term "levelling staff" refers to:

The graduated rod used to measure the height of points

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56. In surveying, what does "triangulation" refer to ?

Determining positions using angles from known points

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57. In surveying, what does "reducing" the survey data mean ?

Adjusting measurements to account for errors

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58. In surveying, what is a "control point" ?

A fixed point used as a reference for measurements

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59. The "angular measurement" in surveying typically involves:

Using a theodolite to measure horizontal and vertical angles

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60. The "base line" in triangulation should be:

As Long as possible

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61. The "bearing" of a line is measured relative to:

A reference direction such as north

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62. The "benchmark elevation" is used as a:

Reference point to determine the height of other points

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63. The "contour interval" in a Contour map is:

The vertical distance between adjacent contour line

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64. The "datum" in surveying refers to:

The reference point for elevations

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65. The "distance measurement" in surveying can be achieved using:

All Of the above

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66. The "field book" in surveying is used to:

Record observations and measurements taken during a survey

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67. The "field work" in surveying includes:

Taking measurements and observations at the Survey site

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68. The "geodtic" method of Surveying is Concerned with:

Measuring the shape and size of the earth

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69. The "height of instrument" in leveling reference to:

The height at which the leveling instrument is set

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70. The "hydrographic survey" is conducted to:

Measure and map bodies of water, including depths and features

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71. The "instrumental error" in surveying refers to:

Errors caused by the surveying instrument itself

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72. The "method of co-ordinates" in surveying involves:

Using a co-ordinate system to define positions on a map

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73. The "odolite" is used to:

Measure angles in both horizontal and vertical planes

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74. The "optical leveling" method uses:

A leveling instrument to measure height differences

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75. The "parallax error" occurs when:

The viewing angle of the instrument affects the measurement

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76. The "plane table" in surveying is used to:

Plot survey data directly onto a drawing sheet

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77. The "reciprocal leveling" level in method is most useful for:

Measuring height differences over long distances

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78. The "reduced level" in leveling is:

The height of a point relative to a reference plane

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79. The "resection" method is surveying involves:

Determining the location of an unknown Point by observing angles from known points

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80. The "slope" in surveying refers to:

The angle of incline or decline of the land

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81. The "survey adjustment" process is used to:

Correct errors and discrepancies in survey measurements

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82. The "tape measure" in surveying is used to:

Measure linear distances is directly

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83. The "topographic survey" is used to:

Map and analyze the physical features of the land

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84. The "total station" combines which two types of Surveying instruments ?

Theodolite and EDM (electronic distance measuring)

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85. The "traverse closure" is used to:

Check the accuracy of a closed traverse survey

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86. The "traverse error" is the difference between:

The calculated and actual distance in a closed traverse loop

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87. The "traverse Survey" ensures:

Accurate positional data by connecting multiple points

4 choice options