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. The projection of a line on a plane perpendicular to the meridian is known as a) parallax b) aberration c) latitude d) departure 2 / 50 2. An offset scale always has the zero mark at a) middle b) end c) either middle or at the end d) none of the above 3 / 50 3. An operation for determining the relative elevations of different points on the surface of the earth is known as a) leveling b) simple leveling c) differential leveling d) longitudinal leveling 4 / 50 4. Well-conditioned triangle having an angle between a) 30° & 60° b) 30° & 90° c) 30° & 120° d) 60° & 120° 5 / 50 5. 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° 6 / 50 6. Chain surveying is used for a small area in a) undulating ground b) fairly level ground c) sloping ground d) contour land 7 / 50 7. 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 8 / 50 8. Actually, which is not the method of plane tabling? a) radiation b) intersection c) resection d) traversing 9 / 50 9. The area of the earth's surface is taken into account only if the extent of the survey is more than a) 60 sq km b) 160 sq km c) 260 sq km d) 500 sq km 10 / 50 10. A benchmark (BM) is a a) point of known elevation b) reference point c) the first station d) the last station 11 / 50 11. 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 12 / 50 12. The smaller angle which a survey line makes with the true meridian is known as a) altitude b) azimuth c) declination d) dip 13 / 50 13. The curvature and refraction corrections applied to staff readings respectively are a) both +ve b) both -ve c) +ve and -ve d) -ve and +ve 14 / 50 14. Limiting the length of offset depends upon a) accuracy desired b) scale of plotting c) nature of the ground d) all of the above 15 / 50 15. 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 16 / 50 16. If the magnetic declination is (-)6°0' and the reduced bearing of a line is S40°01'E, the true bearing of the line is a) S 134°0'E b) S 146°01'E c) S 46°0'E d) S 34°01'E 17 / 50 17. 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 18 / 50 18. *Total station measures a) horizontal & slope distance b) slope & difference in level c) difference in level & coordinates d) all of the above 19 / 50 19. 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 20 / 50 20. 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 21 / 50 21. The best method of interpolation of contours in the direct method of contouring is by a) computations b) interpolation c) estimation d) none of the above 22 / 50 22. 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 23 / 50 23. The fix of the table is good when: a) the station is within the great triangle b) the middle station is farther than the other two stations c) the angle subtended between two stations is not very small d) all of the above 24 / 50 24. Personal error in leveling occurs due to a) careless leveling of the instrument b) bubble not centered c) staff not held vertical d) all of the above 25 / 50 25. The contour line can cross one another on a map only in the case of a) a valley b) a ridge c) a saddle d) an overhanging cliff 26 / 50 26. Permanent adjustment is carried out to a) set up of the level b) establish a fixed relationship between its fundamental axes c) focus the eyepiece d) focus the object glass 27 / 50 27. 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 28 / 50 28. 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. 29 / 50 29. The main difference between an optical square and a prism square is a) no adjustment is required in a prism Square as the angle between the reflecting surfaces is fixed b) an optical square is more accurate c) the principle of working is different d) all of the above 30 / 50 30. The strength of the fix of a plane table is: a) accuracy in centering b) accuracy in locating the position of the instrument station by taking observations to three stations c) fixity of the table while solving the two-point problem d) none of the above 31 / 50 31. 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 32 / 50 32. In plane table instrument for horizontal & vertical measurement without chaining a) theodolite b) tacheometer c) telescopic alidade d) compass 33 / 50 33. 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 34 / 50 34. An offset more than 15m in length is known as a) long offset b) short offset c) oblique offset d) right-angled offset 35 / 50 35. If the needle of the compass is sluggish the type of error will be a) instrumental error b) personal error c) natural error d) none of the above 36 / 50 36. In survey, it was recorded that Σfall = 0 then a) the ground is sloping b) it is continuously rising c) it is continuously falling d) none of the above 37 / 50 37. 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 38 / 50 38. 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 39 / 50 39. *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 40 / 50 40. "Fiducial edge" is the working edge of a) plumbing fork b) alidade c) belidade d) all of the above 41 / 50 41. For accurate work, in comparison to the chain, the steel band is used because it a) is light in weight b) is easy to handle c) is practically inextensible d) all of the above 42 / 50 42. 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° 43 / 50 43. The telescope is said to be normal when the a) bubble of the telescope is down and the face of the vertical circle is right b) bubble of the telescope is up and the face of the vertical circle is left c) bubble of the telescope is up and the face of the vertical circle is right d) none of the above 44 / 50 44. The optical square is based on the principle of a) reflection b) refraction c) double reflection d) double refraction 45 / 50 45. Which of the following terms is not associated with leveling: a) foresight b) bench mark c) bearing d) change point 46 / 50 46. The surface of zero elevation around the earth, which is slightly irregular and curved, is known as a) mean sea level b) geoid surface c) level surface d) horizontal surface 47 / 50 47. In a closed traverse, a) the difference between the fore-bearing and back bearing should be 90° b) the sum of included angles should be (2N-4) right angles, where N is the number of sides c) the sum of included angles should be (2N-1), where N is the number of sides d) none of the above 48 / 50 48. *Which instrument is not used in plane table a) plane table b) alidade c) altimeter d) anchor 49 / 50 49. Resection is the method employed for: a) plotting the details b) locating the instrument station c) surveying mountainous country d) all of the above 50 / 50 50. The main difference between theodolite and level is: a) the power of the theodolite is always greater than the level b) level is cheaper than theodolite c) level can't measure horizontal angle, but theodolite can measure horizontal angle d) in level, the telescope can't be revolved in a vertical plane about the horizontal axis of the telescope 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