Home» Online Test » Civil Engineering » Surveying Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash 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. Obstacle to ranging but not chaining is a) river b) building c) hill d) pond 2 / 50 2. Revolving of the telescope of a theodolite in a horizontal plane is a) transiting b) swinging c) face right d) face left 3 / 50 3. Methods adopted for traversing are a) chain traversing and loose needle method b) chain angle method and fast needle method c) all of the above d) none of the above 4 / 50 4. The Normal chord of a curve should be a) less than sub chord b) equal to sub chord c) greater than sub chord d) all of the above 5 / 50 5. An instrumental error in compass survey is because a) inaccurate leveling b) variation in declination c) no counterweight provision to counteract dip d) local attraction due to base current-carrying conductors 6 / 50 6. The purpose of triangulation in a chain survey is a) finding the direction of points b) establishment of accurate control points c) transferring the control point d) none of the above 7 / 50 7. For a line AB a) the forebearing and back bearing of line AB differ by 180° b) the forebearing of AB and the back bearing of line BA differ by 180° c) both (a) and (b) of the above d) none of the above 8 / 50 8. Level surface is parallel to a) horizontal surface b) vertical surface c) datum surface d) none of the above 9 / 50 9. Find the contour interval for the map, 1: 25000 in IS & FPS a) 4m & 20.70ft b) 6m & 19.70ft c) 3m & 20.70ft d) 5m & 19.70ft 10 / 50 10. The error eliminated by taking the mean of both face observations is a) error due to eccentricity of verniers b) error due to imperfect adjustment of levels c) error due to the line of collimation not being perpendicular to the horizontal axis d) all of the above 11 / 50 11. In survey works, declination varies from time to time and place to place. The main important variation is a) secular variation b) annual variation c) diurnal variation d) irregular variation 12 / 50 12. Dumpy level is used when a) the number of observations to be taken is large from one level position b) the number of observations to be taken is small from one level position c) fly leveling is to be done d) none of the above 13 / 50 13. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is a) 30°E b) 30°W c) 20°E d) 20°W 14 / 50 14. Closed contours with higher value inside represent a a) depression b) hill c) plain surface d) none 15 / 50 15. Hydrographic survey deals with the mapping of a) large water bodies b) canal system c) cloud movement d) none of the above 16 / 50 16. It is more difficult to obtain good results while measuring the horizontal distance by the stepping method a) up-hill b) down-hill c) in low undulations d) in plain areas 17 / 50 17. Magnetic declination a) remains the same at different places b) varies from place to place c) does not vary with temperature d) none of the above 18 / 50 18. The fundamental lines of transit of the theodolite are a) horizontal axis and line of collimation b) vertical axis c) axes of plate levels and bubble line of the telescope level d) all of the above 19 / 50 19. While measuring horizontal distance by stepping method we should follow a) down hill b) up hill c) center d) all of the above 20 / 50 20. *When it is not possible to set up the level, midway between the two points, then the difference in elevation between them is measured by a) fly leveling b) precise leveling c) differential leveling d) reciprocal leveling 21 / 50 21. Actually, which is not the method of plane tabling? a) radiation b) intersection c) resection d) traversing 22 / 50 22. A Cadastral Map is a map having a) small-scale map b) medium-scale map c) large-scale map d) all of the above 23 / 50 23. Subtense bar is an instrument used for the measurement of horizontal distance in a) undulated areas b) flat areas c) mountains d) all of the above 24 / 50 24. The resection by a two-point problem as compared to the three-point problem: a) requires more labor b) takes less time c) gives more accurate results d) none of the above 25 / 50 25. When the angular and linear measurements are equally precise in traversing, the balancing of the traverse is done by: a) transit rule b) empirical rule c) Bowditch's rule d) none of the above 26 / 50 26. For Y level, Cooke's, and Cushing levels, the line of collimation should coincide with a) bubble tube axis b) vertical axis c) axis of the telescope d) none of the above 27 / 50 27. A negative declination shows the magnetic meridian to the a) eastern side of the true meridian b) western side of the true meridian c) southern side of the true meridian d) none of the above 28 / 50 28. The RL of the benchmark is 1000.0 m, and the back sight reading at the benchmark is 2.555 m. Find the staff reading of IS if the RL of IS is 1000.055 m a) 2.555 m b) 2.5 m c) 3 m d) 0.0505 m 29 / 50 29. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as a) movable hair method b) fixed hair method c) tangential hair method d) substense hair method 30 / 50 30. The theory of probability is applied to a) cumulative errors b) compensative errors c) accidental errors d) none of the above 31 / 50 31. Setting up the plane table consists of operations: a) leveling b) centering c) leveling and centering d) orienting 32 / 50 32. The orientation of the table is done by a) magnetic needle b) back sighting c) both (a) and (b) of above d) none of the above 33 / 50 33. In tacheometric survey, the method which provides easy reading of the staff is a) three hair method b) height of instrument method c) even angle method d) none of the above 34 / 50 34. The angle that can be set by a French cross-staff is a) 45° b) 90° c) 45° or 90° d) none of the above 35 / 50 35. The "point of the curve" of a simple circular curve is a) point of commencement b) point of tangency c) point of intersection d) all of the above 36 / 50 36. *The line of collimation should be parallel to a) vertical axis b) bubble axis c) both (a) and (b) of above d) none of the above 37 / 50 37. Tellurometer uses a) light waves b) radio waves c) infra waves d) all of the above 38 / 50 38. The magnetic bearing of a line is 60°, and the true bearing of the same line is 70°. Find the declination a) 10°E b) 10°W c) 0° d) none of the above 39 / 50 39. A 30 m long tape was standardized at a temperature of 30°C; at the time of measurement, the temperature recorded was 35°C. Then the correction for temperature per tape length is (coefficient of thermal expansion = 0.0001116/°C) a) + 0.01674m b) - 0.001674m c) + 0.002500m d) - 0.002500m 40 / 50 40. The angle which the true meridian makes with the magnetic meridian is called a) magnetic declination or declination b) true declination c) dip d) azimuth 41 / 50 41. The levelling head of a transit theodolite consists of a) parallel plates b) a tribarch plate c) leveling screws d) all of the above 42 / 50 42. In a prismatic compass, a) the magnetic needle moves with the box b) the magnetic needle and graduated circle do not move with the box c) the line of sight does not move with the box d) the graduated circle is fixed to the box, and the magnetic needle always remains in the N-S direction 43 / 50 43. Height of the instrument is equal to: a) reduced level of the benchmark + foresight b) reduced level of the benchmark + backsight c) reduced level of the benchmark + intermediate sight d) backsight + foresight 44 / 50 44. The horizontal distances obtained by tacheometry are corrected for a) slope correction b) temperature correction c) refraction and curvature correction d) tension correction 45 / 50 45. Handles of chains are made of a) nickel b) steel c) copper d) brass 46 / 50 46. The projection of a line on a plane parallel to the meridian is known as a) parallax b) aberration c) latitude d) departure 47 / 50 47. The maximum allowable limit up to which a measurement may vary from the true value is known as a) permissible error b) residual error c) expected error d) systematic error 48 / 50 48. Which one is wrong? a) anallatic lens is not a concave lens b) anallatic lens is a convex lens c) anallatic lens is used to eliminate the additive constant d) none of the above 49 / 50 49. A series of closely spaced contour lines represent a a) steep slope b) uniform slope c) horizontal surface d) gentle slope 50 / 50 50. Axis method of traverse correction is used when a) the angles are measured very accurately b) the lengths are measured very accurately c) both (a) and (b) are not measured very accurately d) any of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Surveying MCQ PDF for Offline Study