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. Revolving of the telescope of a theodolite in a horizontal plane is a) transiting b) swinging c) face right d) face left 2 / 50 2. Distomats is a type of a) direct distance measuring instrument b) optical distance measuring instrument c) electromagnetic distance measuring instrument d) none of the above 3 / 50 3. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be a) 3.827m b) 3.83m c) 3.834m d) 3.384m 4 / 50 4. Theodolite is an instrument used for measuring a) vertical angles b) deflection angle c) all of the above d) horizontal angles 5 / 50 5. Leveling across a river is done by a) fly leveling b) reciprocal leveling c) trigonometrical leveling d) cross leveling 6 / 50 6. Cubic parabola is a type of a) transition curve b) vertical curve c) compound curve d) simple curve 7 / 50 7. 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 8 / 50 8. The two-point problem and three-point problems are methods of: a) orientation b) resection c) orientation and resection d) none of the above 9 / 50 9. Secular variation is an important factor because a) the variation is due to seasonal changes b) the magnitude of variation is of a high order, and the needle after coming to a standstill may move in the opposite direction c) the needle will stop d) the variation is less 10 / 50 10. The contour interval depends upon a) nature of the ground b) scale of the map c) purpose and extent of the survey d) all of the above 11 / 50 11. 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 12 / 50 12. The height of instrument method is a) less tedious b) more rapid c) includes less calculation d) all of the above 13 / 50 13. The process of turning the telescope about the vertical axis in a horizontal plane is known as a) reversing b) transiting c) plunging d) swinging 14 / 50 14. Plane table survey is considered good as compared to other surveys since: a) it is easy to shift & carry b) the number of equipment is less c) plotting is done outdoor d) chances of missing details are less 15 / 50 15. Natural error in leveling is caused due to a) wind vibration b) atmospheric refraction c) temperature variation d) all of the above 16 / 50 16. A contour map of the area is essential before proceeding with the construction of a) a building b) a swimming pool c) a dam d) a bridge 17 / 50 17. The method most suitable for plotting in hilly areas is: a) radiation b) resection c) intersection d) traversing 18 / 50 18. The angle subtended by the long chord of a simple curve at its center is equal to a) 2* deflection angle b) 3* deflection angle c) none of the above d) deflection angle 19 / 50 19. The projection of a line on a plane perpendicular to the meridian is known as a) parallax b) aberration c) latitude d) departure 20 / 50 20. 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 21 / 50 21. The shape of the vertical curve generally used is a) circular b) parabolic c) spiral d) elliptical 22 / 50 22. Chain surveying is used for a small area in a) undulating ground b) fairly level ground c) sloping ground d) contour land 23 / 50 23. Instrumental error in leveling is an error due to a) imperfect adjustment b) sluggish bubble c) movement of the objective slide d) all of the above 24 / 50 24. The image of the objectives formed should lie a) at the eyepiece b) in the plane of cross hairs c) at the center of the eyepiece d) at the optical center of the eyepiece. 25 / 50 25. *Total station is a) total no. of stations in traverse b) even/odd no. of stations in traverse c) optical distance measurement instrument d) electromagnetic distance measurement instrument 26 / 50 26. 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 27 / 50 27. In a constant level tube, the size of the bubble remains constant because the upper wall of the tube has a) a relatively small radius b) a relatively large radius c) a flat surface d) none of the above 28 / 50 28. A series of closely spaced contour lines represent a a) steep slope b) uniform slope c) horizontal surface d) gentle slope 29 / 50 29. If the included angle is greater than 180°, the deflection angle is a) right-handed or positive b) left-handed or negative c) 90° d) none of the above 30 / 50 30. Obstacle to ranging but not chaining is a) river b) building c) hill d) pond 31 / 50 31. 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 32 / 50 32. If the temperature increases, the sensitivity of a bubble tube a) increases b) decreases c) remains constant d) none of the above 33 / 50 33. *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 34 / 50 34. A chain is made up of mild steel or galvanized iron wire of diameter a) 1 mm b) 3 mm c) 5 mm d) 7 mm 35 / 50 35. Angle of 45° with the chain line may be set out with a) optical square b) prismatic square c) open cross-staff d) French cross-staff 36 / 50 36. The difference between the most probable value of a quantity and its observed value is a) conditional error b) true error c) residual error d) safe error 37 / 50 37. The tacheometric method is a more suitable method for preparing the contour map of a) valley b) hill c) ridge d) plain surface 38 / 50 38. In normal condition, the difference of fore and back bearing should be? a) 0° b) 90° c) 135° d) 180° 39 / 50 39. 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 40 / 50 40. 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 41 / 50 41. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for: a) horizontal sights b) inclined sight upwards c) inclined sight downwards d) none of the above 42 / 50 42. 'SPIRE TEST' is used in the permanent adjustment of theodolite for a) adjusting the plate levels b) adjusting the line of sight c) adjusting the vertical axis d) adjustment of the horizontal axis 43 / 50 43. 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 44 / 50 44. For a station to be free from local attraction a) the fore and back bearings of the line should be measured accurately b) the fore and back bearings of the line should differ by exactly 180° c) the fore and back bearing of the line should be exactly the same but with opposite signs d) none of the above 45 / 50 45. If the image formed by the objective of the telescope is not in the plane of crosshairs, it is called a) indistinct focusing b) parallax c) aberration d) none of the above 46 / 50 46. The theory of probability is applied to a) cumulative errors b) compensative errors c) accidental errors d) none of the above 47 / 50 47. The stadia hairs are not used in a) movable hair method b) fixed hair method c) tangential hair method d) substense hair method 48 / 50 48. For the construction of a highway railway a) longitudinal sections are required b) cross sections are required c) both longitudinal and cross sections are required d) none of these 49 / 50 49. The elevation (BM) of point A is 100 m. Backsight reading at A is 20, and foresight reading at B is 30 m. Find the RL of point B a) 100m b) 90m c) 120m d) 9130m 50 / 50 50. The place where the reading is taken is known as a) level b) fixed point c) station 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. Send feedback Buy Surveying MCQ PDF for Offline Study