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. 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 2 / 50 2. 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 3 / 50 3. 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° 4 / 50 4. 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 5 / 50 5. 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 6 / 50 6. 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 7 / 50 7. 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 8 / 50 8. 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 9 / 50 9. Short offsets are measured with a) an ordinary chain b) an invar tape c) a metallic tape d) a steel tape 10 / 50 10. 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 11 / 50 11. Open cross-staff is commonly used for setting out a) long offsets b) short offsets c) oblique offsets d) none of the above 12 / 50 12. Horizontal equivalent of a uniform slope must be a) equal b) unequal c) contour interval d) none of the above 13 / 50 13. 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 14 / 50 14. Overturning of vehicles on a curve can be avoided by using a) transition curve b) vertical curve c) compound curve d) reverse curve 15 / 50 15. The designation of scale recommended by IS: 1491-1959 is a) A to C b) A to D c) A to E d) A to F 16 / 50 16. 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 17 / 50 17. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by a) s/n b) s/n-1 c) (s+1)/n d) (c - 1)s/n 18 / 50 18. The quadrantal bearing of a line is determined by: a) prismatic compass b) surveyor's compass c) celestial observations d) none of the above 19 / 50 19. *The two-peg method is used to check the parallelism between the a) line of collimation and the axis of the bubble tube b) line of collimation and the axis of the telescope c) axis of the bubble tube and the vertical axis d) all of the above 20 / 50 20. Which of the following instruments is generally used for baseline measurements? a) metallic tape b) steel tape c) invar tape d) chain 21 / 50 21. During chaining along a straight line, the leader of the survey party has three arrows, and while the follower has five arrows. The distance of the follower from the starting point will be a) three chains b) four chains c) five chains d) none of the above 22 / 50 22. Bench marks are fixed by a) trigonometric leveling b) barometric leveling c) spirit leveling d) profile leveling 23 / 50 23. The method of offset laying involving minimum measurement on the ground is a) perpendicular offset method b) oblique offset method c) tie offset method d) none of the above 24 / 50 24. Contour lines of different elevations can unite to form one line only in the case of a) vertical cliff b) a saddle c) a watershed line d) a hilltop 25 / 50 25. The foremost work to be executed while traversing with a compass is a) marking and referencing of stations b) running survey lines c) picking up of details d) reconnaissance 26 / 50 26. 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 27 / 50 27. 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 28 / 50 28. The Philadelphia rod is a type of a) solid staff b) folding staff c) telescopic staff d) none of the above 29 / 50 29. A scale representing either three units or only one unit and its fractions up to the second place of the decimal point is a) diagonal scale b) comparative scale c) simple vernier d) shrunk scale 30 / 50 30. 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 31 / 50 31. The device used in computing the horizontal and vertical distances rapidly and conveniently is a) stadia tables b) stadia diagrams c) stadia slide rule d) none of the above 32 / 50 32. Direct distance measurement method is more suitable to measure in a) hilly area b) plain area c) line of sight d) none of the above 33 / 50 33. If the sum of northing of a traverse exceeds the sum of southing by 2m and the sum of easting exceeds the sum of westing by 2m, the resulting closing error will be a) √2 m b) 2√2 m c) 2m d) 4m 34 / 50 34. Subtense bar is an instrument used for the measurement of horizontal distance in a) undulated areas b) flat areas c) mountains d) all of the above 35 / 50 35. Height of the instrument is equal to: a) reduced level of the benchmark + foresight b) reduced level of the benchmark + backsight c) reduced level of the benchmark + intermediate sight d) backsight + foresight 36 / 50 36. The graduations in a prismatic compass are a) inverted and run clockwise having 0° at north b) inverted and run clockwise having 0° at south c) are erect d) none of the above 37 / 50 37. Which one is the simplest survey? a) chain survey b) compass survey c) plane table survey d) leveling 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. In leveling across a hill, the level should be set up on a) the side of the hill b) its top c) both (a) and (b) above d) none of the above 40 / 50 40. Level surface is parallel to a) horizontal surface b) vertical surface c) datum surface d) none of the above 41 / 50 41. The sag correction is always a) positive b) negative c) zero d) none of the above 42 / 50 42. Orientation is the operation of keeping the table at successive stations such that: a) the position of the table at the station is parallel to the position it occupied at the previous station b) the position of the station plotted on the sheet is exactly above the corresponding station on the ground c) the table is brought into a horizontal plane d) none of the above 43 / 50 43. If the formation level is less than the ground level, the difference between them at any point will give the a) height of embankment b) depth of cutting c) proposed gradient d) none of the above 44 / 50 44. 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 45 / 50 45. Metallic tapes are made of a) steel b) invar c) cloth and wires d) nickel 46 / 50 46. In the scale of a map is 1:25000, what does it mean: a) 1 cm in the map equals 25000 cm in the field b) 1 m in the map equals 250 km in the field c) 1 cm in the map equals 25 m in the field d) none of the above 47 / 50 47. 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 48 / 50 48. 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 49 / 50 49. When a chain line encounters a river: a) chaining is obstructed, but ranging is free b) ranging is obstructed, chaining is free c) both ranging and chaining are obstructed d) both ranging and chaining are free 50 / 50 50. Contour lines look to cross each other in the case of a) a dam of vertical face b) an overhanging cliff c) a steep hill d) a deep valley 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