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. Indirect ranging method is adopted when two points of the chain line are: a) mutually invisible b) too distant c) on a slopy ground d) mutually visible 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. The distance between terminal points computed from a subsidiary traverse run between them is known as a) traverse base b) transverse base c) corrected base d) traverse length 4 / 50 4. The length of the perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to a) shift b) 2 x shift c) 3 x shift d) 4 x shift 5 / 50 5. The correction for curvature as applied to staff reading is a) d² / 2R b) -d² / 2R c) d² / R d) -d² / R 6 / 50 6. A traverse consists of six sides; then the sum of external angles must be a) 1080° b) 540° c) 720° d) 1440° 7 / 50 7. If the smallest division of a vernier is longer than the smallest division of its primary scale, the vernier is known as a) direct vernier b) double vernier c) dimple vernier d) retrograde vernier 8 / 50 8. The imaginary line passing through the intersection of crosshairs and the optical center of the object is known as: a) line of sight b) line of collimation c) line of axis d) axis of the telescope 9 / 50 9. A 20 cm theodolite means a) the length of the theodolite is 20 cm b) the diameter of the lower plate is 20 cm c) the diameter of the upper plate is 20 cm d) the total height of the theodolite plate is 20 cm 10 / 50 10. The sensitivity of the bubble tube can be increased by a) decreasing the radius of curvature of the tube b) decreasing the length of the bubble c) increasing the diameter of the tube d) increasing the viscosity of the fluid 11 / 50 11. The angle of intersection of the horizon mirror and the index mirror of an optical square is a) 30° b) 45° c) 105° d) 120° 12 / 50 12. For a tacheometer, the additive and multiplying constants are respectively a) zero and zero b) zero and 100 c) 100 and zero d) 100 and 100 13 / 50 13. The errors due to bad ranging are a) cumulative positive b) cumulative negative c) compensating d) cumulative positive or negative 14 / 50 14. Angular surveying in which both the horizontal and vertical positions of a point are obtained by optical means is known as a) tacheometry b) hydrography c) topography d) all of the above 15 / 50 15. If the temperature increases, the sensitivity of a bubble tube a) increases b) decreases c) remains constant d) none of the above 16 / 50 16. If n observations are taken, the accidental errors are proportional to a) n b) n^2 c) √n d) 1/n 17 / 50 17. The length of an Engineer's chain is a) 70 ft b) 80 ft c) 90 ft d) 100 ft 18 / 50 18. Geodetic survey is different from plane surveying because of a) very large area is covered b) the curvature of the earth is considered c) undulations of the topography d) the large difference of elevations 19 / 50 19. A level tube is used to make the line of sight horizontal. It is filled with a) ether b) chloroform c) synthetic alcohol d) all of the above 20 / 50 20. The types of instrument generally used in the survey of gravity water supply system are: a) abney level b) dumpy level c) theodolite d) clinometer 21 / 50 21. Cubic parabola is a type of a) transition curve b) vertical curve c) compound curve d) simple curve 22 / 50 22. The longitudinal section of the surface of the bubble tube is a) straight b) circular c) parabolic d) elliptic 23 / 50 23. Which one of the following is not a personal error? a) the table not being perfectly leveled b) the table not being perfectly central c) the table not being perfectly clamped d) none of the above 24 / 50 24. The two-point problem is: a) a case of resection method where no ray is required to be drawn from the proceeding station to the instrument station b) locating the position of the plane table by means of two visible well-defined points c) all of the above d) none of the above 25 / 50 25. Resection is the method employed for: a) plotting the details b) locating the instrument station c) surveying mountainous country d) all of the above 26 / 50 26. Metallic tapes are made of a) steel b) invar c) cloth and wires d) nickel 27 / 50 27. Parallax may be eliminated by a) focusing the eyepiece b) focusing the objective c) both (a) and (b) of above d) none of the above 28 / 50 28. An offset more than 15m in length is known as a) long offset b) short offset c) oblique offset d) right-angled offset 29 / 50 29. The method of tacheometry in which the stadia hair intercept is fixed is known as a) movable hair method b) fixed hair method c) tangential hair method d) substense hair method 30 / 50 30. 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 31 / 50 31. *The leveling of the instrument is done such that a) line of sight is truly horizontal b) optical axis is truly horizontal c) vertical axis truly vertical d) line of collimation is truly horizontal 32 / 50 32. If the level tube is out of adjustment by an angle e, when the telescope is rotated through 180°, it becomes a) 4e b) 3e c) 2e d) -e 33 / 50 33. The vertical distance between any two consecutive contours is known as a) contour line b) contour interval c) horizontal equivalent d) contour gradient 34 / 50 34. The order of accuracy of the elevation of points obtained from a contour map is equal to a) contour interval b) 1/2 x control interval c) 1/4 x contour interval d) none of the above 35 / 50 35. Choose the correct statement: a) discrepancy in the difference between two measured values of the same quantity b) residual error is the difference between a measured quantity and the most probable value c) variance is the square of the standard deviation d) all of the above 36 / 50 36. In chain survey execution, this first step taken is a) reconnaissance b) marking station c) running survey line d) reference sketches 37 / 50 37. When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be: a) 74° b) 45° c) 115° d) 156° 38 / 50 38. If the bearing of AB is N 30° W and the bearing of BC is N 40° E, then find the angle < ABC a) 10° b) 70° c) 110° d) 170° 39 / 50 39. The rise and fall method of leveling provides a complete check on a) back sight b) fore sight c) intermediate sight d) all of the above 40 / 50 40. A 30m chain was found to be 20cm too long after chaining 1500m. The correct length of the total distance chained will be a) 1495m b) 1500m c) 1505m d) none of the above 41 / 50 41. A poor fix of the table is: a) when the station is within the great triangle b) when the station is near the great circle c) when the angle subtended is small d) all of the above 42 / 50 42. 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 43 / 50 43. The contour lines are perpendicular to the a) ridge line b) valley line c) both (a) and (b) of above d) none of the above 44 / 50 44. Boning rod is used a) setting out of sewer b) setting out of road c) setting out of canal d) all of the above 45 / 50 45. For the route survey of a contour map, the method used is a) square method b) cross-profile method c) quantities of earthwork d) all of the above 46 / 50 46. Setting up the plane table consists of operations: a) leveling b) centering c) leveling and centering d) orienting 47 / 50 47. The minimum horizontal distance between any two consecutive contours is known as a) contour line b) contour interval c) horizontal equivalent d) contour gradient 48 / 50 48. Contour interval is proportional a) directly to the scale of the map b) inversely to the scale of the map c) directly to the flatness of the ground d) none of the above 49 / 50 49. Overturning of vehicles on a curve can be avoided by using a) transition curve b) vertical curve c) compound curve d) reverse curve 50 / 50 50. When several contours coincide, it indicates a) an overhanging b) a saddle c) a valley d) a vertical cliff 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. 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