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. 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 2 / 50 2. In a survey, it was recorded that Σrise = 0, then a) the ground is sloping b) it is continuously rising c) it is continuously falling d) the survey had many inverts 3 / 50 3. 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 4 / 50 4. Automatic level has advantages of a) high precision and external influence b) freedom from errors and external influence c) comfortable and has a large range of application d) all of the above 5 / 50 5. Staff intercept means a) top reading b) bottom reading c) middle reading d) the difference between top and bottom reading 6 / 50 6. 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 7 / 50 7. During leveling staff readings are taken 1.0, 0.8 & 0.6 from consecutive horizontal crosshairs, the staff intercept should be a) 1.0 b) 0.8 c) 0.6 d) 0.4 8 / 50 8. 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 9 / 50 9. 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 10 / 50 10. 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 11 / 50 11. The types of survey used to fix property lines are a) topographical b) cadastral c) city d) astronomical 12 / 50 12. Limiting the length of offset depends upon a) accuracy desired b) scale of plotting c) nature of the ground d) all of the above 13 / 50 13. Short offsets are measured with a) an ordinary chain b) an invar tape c) a metallic tape d) a steel tape 14 / 50 14. 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 15 / 50 15. In an internal focusing type of telescope, the negative lens provided is a) convex lens b) double concave lens c) plano concave lens d) convex concave lens 16 / 50 16. A leveling station is a point where: a) the leveling machine is set up b) both back sight and foresight are taken c) the level staff is held d) both A and B 17 / 50 17. The method of leveling in which the plane table is set at only one station to take detail is known as: a) intersection b) radiation c) resection d) traversing 18 / 50 18. 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 19 / 50 19. The most probable value of an observed quantity available from a given set of observations is the one for which the sum of the square of errors is a minimum. This statement is called a) the principle of least square b) the law of errors c) the principle of square errors d) none of the above 20 / 50 20. An example of a level surface is a) surface of earth b) surface of sea c) surface of reservoir d) surface of a still lake 21 / 50 21. The three-point problem can be solved by: a) tracing paper method b) graphical method c) trial and error method d) all of the above 22 / 50 22. 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 23 / 50 23. Height of instrument method of leveling, as compared to the rise and fall method, is a) more accurate b) less accurate c) quicker and less tedious d) none of the above 24 / 50 24. The scale used to measure and to set out the angles is a) diagonal scale b) comparative scale c) vernier scale d) scale of chords 25 / 50 25. The accuracy of measurement in chain surveying does not depend upon a) the length of the offset b) the scale of the plotting c) the importance of the features d) the general layout of the chain lines 26 / 50 26. Compensating errors in chaining or other surveys are a) proportional to the length of the line b) proportional to the square root of the length of the line c) inversely proportional to the square root of the length of the line d) inversely proportional to the length of the line 27 / 50 27. A curve consists of two areas of different radii bending in the same direction and lying on the same side of their common tangent and their centers being on the same side of the curve is known as a a) transition curve b) vertical curve c) compound curve d) reverse curve 28 / 50 28. If the needle is truly magnetic and is not sluggish a) it will always be oscillating and never stop b) when it stops, it will be exactly on the magnetic meridian c) it will always be free from local attraction d) all of the above 29 / 50 29. 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. 30 / 50 30. Natural error in leveling is caused due to a) wind vibration b) atmospheric refraction c) temperature variation d) all of the above 31 / 50 31. Well-conditioned triangle having an angle between a) 30° & 60° b) 30° & 90° c) 30° & 120° d) 60° & 120° 32 / 50 32. In normal condition, the difference of fore and back bearing should be? a) 0° b) 90° c) 135° d) 180° 33 / 50 33. 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 34 / 50 34. A bearing noted N45° E represents a) quadrantal system b) whole circle system c) none of the above d) reduce bearing system 35 / 50 35. "A curve of varying radius introduced between two branches of a compound curve is called a) transition curve b) vertical curve c) compound curve d) reverse curve 36 / 50 36. To orient a plane table without two inaccessible points, the method generally adopted is: a) intersection b) resection c) radiation d) two-point problem 37 / 50 37. In the stadia method, if k is the multiplying factor, s is the staff intercept, c is the additive constant of the instrument, then the distance equation is given by the expression a) D = k+cs b) D=ks+c c) D=k/s +c d) none of the above 38 / 50 38. In a theodolite, the line passing through the intersection of the horizontal and vertical crosshairs and the optical center of the object glass and its continuation is known as a) horizontal glass b) line of collimation c) line of sight d) none of the above 39 / 50 39. A field is measured with a 1.0 percent too-long chain is found to be 10,000 acres. The corrected area of the field will be a) 90891 acres b) 10201 acres c) 10401 acres d) none of the above 40 / 50 40. If W is the weight of the chain, L is the span, and P is the tension or pull, the sag correction for the chain will be a) W^2L^2/24P^2 b) W^2L/24P c) LW^2/24P^2 d) W^2L^2/24P 41 / 50 41. The last reading of leveling is always at a) back sight b) fore sight c) intermediate sight d) any of the above 42 / 50 42. Chainage is the distance measured a) along a chain line b) perpendicular to a chain line c) perpendicular to a tie line d) none of the above 43 / 50 43. 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 44 / 50 44. The strength of fix' is poor when: a) the station is within the great triangle b) the station is outside the great circle c) the station is on the great circle d) the station is within the great circle but outside the great triangle 45 / 50 45. The errors due to bad ranging are a) cumulative positive b) cumulative negative c) compensating d) cumulative positive or negative 46 / 50 46. Which of the following terms is not associated with leveling: a) foresight b) bench mark c) bearing d) change point 47 / 50 47. The length of an Engineer's chain is a) 70 ft b) 80 ft c) 90 ft d) 100 ft 48 / 50 48. *Error due to imperfect adjustment of plate level is termed as a) personal error b) instrumental error c) natural error d) none of the above 49 / 50 49. 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 50 / 50 50. With the help of leveling, we measure a) horizontal angle b) vertical angle c) deflection angle 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