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. Any arbitrarily assumed level line from which vertical distances are measured is known as a) level line b) vertical line c) horizontal line d) datum line 2 / 50 2. The whole circle bearing 338°42" converted into quadrantal form is given as a) N 21°18' W b) S 21°18' E c) W 21°18' N d) none of the above 3 / 50 3. 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 a) hydrographic survey b) astronomical survey c) land survey d) none of the above 4 / 50 4. The types of survey used to fix property lines are a) topographical b) cadastral c) city d) astronomical 5 / 50 5. The trunion axis or transverse axis is a) the axis about which the telescope can be rotated in a vertical plane b) the axis about which the telescope can be rotated in a horizontal plane c) also known as the line of collimation d) none of the above 6 / 50 6. The smaller angle which a survey line makes with the true meridian is known as a) altitude b) azimuth c) declination d) dip 7 / 50 7. Cubic parabola is a type of a) transition curve b) vertical curve c) compound curve d) simple curve 8 / 50 8. When several contours coincide, it indicates a) an overhanging b) a saddle c) a valley d) a vertical cliff 9 / 50 9. Contour interval, within the limits of a map a) may be kept constant b) may not be kept constant c) must be kept constant d) may vary according to the configuration 10 / 50 10. Level surface is parallel to a) horizontal surface b) vertical surface c) datum surface d) none of the above 11 / 50 11. Invar tapes are made of an alloy of a) nickel and steel b) copper and steel c) tin and steel d) aluminum and steel 12 / 50 12. 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 a) 100m b) 150m c) 300m d) 75m 13 / 50 13. The sensitivity of the bubble tube expressed in terms of the angular value of one division of the bubble is given by a) S/D radians b) D/S radians c) S/D seconds d) none of the above 14 / 50 14. Actually, which is not the method of plane tabling? a) radiation b) intersection c) resection d) traversing 15 / 50 15. Which one of the following may not be classified as personal error a) inaccurate centring b) inaccurate levelling c) plane of sight not being vertical d) carelessness in reading and recording 16 / 50 16. 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 17 / 50 17. Theodolite is an instrument used for measuring a) vertical angles b) deflection angle c) all of the above d) horizontal angles 18 / 50 18. Handles are connected to the link by a) flexible joint b) rigid joint c) swivel joint d) ball and socket joint 19 / 50 19. The number of horizontal cross wires in a stadia diaphragm is a) 1 b) 2 c) 3 d) 4 20 / 50 20. In the case of leveling staff readings are taken by (In the case of target staff) a) staff man b) instrument man c) both (a) and (b) of above d) none of the above 21 / 50 21. The central angle subtended by an arc of 30m of the curve a) 573/R b) 1146/R c) 1718.9/R d) 3435/R 22 / 50 22. The chain length which is not the standard metric chain length is a) 10m b) 20m c) 25m d) 30m 23 / 50 23. Open cross-staff is commonly used for setting out a) long offsets b) short offsets c) oblique offsets d) none of the above 24 / 50 24. The magnification of a telescope lens depends upon a) the focal length of the eyepiece b) the focal length of the objective lens c) the ratio of (b) and (a) above d) the inverse of the ratio of (b) and (a) above 25 / 50 25. Find the R.F. of 1cm = 5m a) 1/5 b) 1/50 c) 1/500 d) 1/5000 26 / 50 26. The reciprocal leveling eliminates a) the error due to curvature b) collimation error c) both (a) and (b) of the above d) none of the above 27 / 50 27. Theodolite traverse is plotted more accurately by a) consecutive ordinate of each section b) independent coordinates of each section c) inclined angle & scaling off each traverse leg d) the tangent method of plotting 28 / 50 28. The advantage of anallatic lens is a) helps in external focusing b) protection against moisture c) computation becomes easy as the additive constant in the distance formula vanishes d) all of the above 29 / 50 29. The projection of a line on a plane perpendicular to the meridian is known as a) parallax b) aberration c) latitude d) departure 30 / 50 30. 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 31 / 50 31. Short offsets are measured with a) an ordinary chain b) an invar tape c) a metallic tape d) a steel tape 32 / 50 32. For a dumpy level in perfect adjustment, the horizontal cross hair should be in a plane a) perpendicular to the vertical axis b) parallel to the vertical axis c) parallel to the axis of the bubble tube d) none of the above 33 / 50 33. The contour lines merge or cross one another on the map in the case of a) cave b) overhang ground surfaces c) both (a) and (b) of above d) vertical surfaces 34 / 50 34. In chain survey execution, this first step taken is a) reconnaissance b) marking station c) running survey line d) reference sketches 35 / 50 35. A transition curve introduced between the tangent and the circular curve should a) have infinite curvature at the junction of straight and transition curve b) have zero curvature at the junction of straight and transition curve c) meet the curve tangentially d) none of the above 36 / 50 36. The horizontal distances obtained by tacheometry are corrected for a) slope correction b) temperature correction c) refraction and curvature correction d) tension correction 37 / 50 37. The minimum horizontal distance between any two consecutive contours is known as a) contour line b) contour interval c) horizontal equivalent d) contour gradient 38 / 50 38. 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 39 / 50 39. The quadrantal bearing of a line is determined by: a) prismatic compass b) surveyor's compass c) celestial observations d) none of the above 40 / 50 40. The shape of the vertical curve generally used is a) circular b) parabolic c) spiral d) elliptical 41 / 50 41. An anallatic lens is provided in a tacheometer to measure the horizontal distance. a) nullify both constant b) render the additive constant zero c) multiplying constant 100 and additive constant zero d) improve visibility 42 / 50 42. Intersection is preferred to radiation when: a) the lengths are too short b) it is not possible to measure any distance c) the points are too far and invisible d) the points are inaccessible 43 / 50 43. The effect of local attraction is observed in a) chain survey b) compass survey c) PT survey d) leveling 44 / 50 44. 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 45 / 50 45. 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° 46 / 50 46. Find the RL of the collimation line. If the RL of BM is 100 m & BS staff reading is 5.35 m a) 105.35m b) 94.65m c) 100m d) 5.35m 47 / 50 47. The types of errors that are of a cumulative nature and can be corrected are known as a) permissible error b) residual error c) expected error d) systematic error 48 / 50 48. Azimuth (direct angles) is an angle measured in a) c.w. direction b) a.c.w. direction c) both d) none of the above 49 / 50 49. 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 50 / 50 50. The direction of the steepest slope on a contour is a) along the contour b) at an angle to the contour c) at right angles to the contour d) none 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. 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