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. If a chain is found too short on testing, it can be adjusted by a) straightening the links b) inserting additional circular rings c) flattening the circular rings d) any of the above 2 / 50 2. 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 3 / 50 3. The shape of the vertical curve generally used is a) circular b) parabolic c) spiral d) elliptical 4 / 50 4. 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 5 / 50 5. 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 6 / 50 6. The reduced level of the line of collimation is 50m, and the staff reading at the base of the pillar is 1.15 m. Find the reduced level of the base of the pillar a) 48.85m b) 51.15m c) 50m d) 52.30m 7 / 50 7. 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 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. The bearing of the traverse line is calculated by a) included angle method b) deflection angle method c) both (a) and (b) of above d) none of the above 10 / 50 10. 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 11 / 50 11. Which one of the following may not be classified as a natural error? a) variation in magnetic declination b) local attraction c) sluggish needle d) irregular variation 12 / 50 12. The size of the plane table is: a) 600 x 750mm b) 450 x 750mm c) 450 x 800mm d) 3.35 x 500mm 13 / 50 13. Chain surveying is used for a) small areas in open ground b) small areas with crowded details c) small areas with simple details d) large areas with simple details 14 / 50 14. The contour lines are perpendicular to the a) ridge line b) valley line c) both (a) and (b) of above d) none of the above 15 / 50 15. The range of accuracy in measuring distance by EDM with respect to ODM is a) more b) equal c) less d) none of the above 16 / 50 16. 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 17 / 50 17. Revolving of the telescope of a theodolite in a horizontal plane is a) transiting b) swinging c) face right d) face left 18 / 50 18. 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 19 / 50 19. For the route survey of a contour map, the method used is a) square method b) cross-profile method c) quantities of earthwork d) all of the above 20 / 50 20. Crosshairs in a surveying telescope are fitted a) in the objective glass b) in the ground c) in the optical center of the eyepiece d) all of the above 21 / 50 21. 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 22 / 50 22. 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 23 / 50 23. A series of straight, parallel, and widely spaced contours on a map represent a a) valley b) ridge c) curved surface d) inclined plane surface 24 / 50 24. "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 25 / 50 25. For any point on the surface with a given inclination, the contour gradient possible is a) one b) two c) infinite d) none of the above 26 / 50 26. A poor fix of the table is: a) when the station is within the great triangle b) when the station is near the great circle c) when the angle subtended is small d) all of the above 27 / 50 27. The Q.B of the lines are given by...., ...., & ..... If W.C.B. of the lines are 0°, 135°, 270° respectively a) S, S45°E, E90° b) N, N45°W, E90° c) N, S45°E, E90° d) N, S45°E, W90° 28 / 50 28. 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 29 / 50 29. *The observed reading on a leveling staff was 3.545 m. If the staff was 0.150m off from the original ground level, what should be the correct reading? a) 3.695m b) 3.548m c) 3.395m d) all of the above 30 / 50 30. For Y level, Cooke's, and Cushing levels, the line of collimation should coincide with a) bubble tube axis b) vertical axis c) axis of the telescope d) none of the above 31 / 50 31. 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 32 / 50 32. 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° 33 / 50 33. Handles are connected to the link by a) flexible joint b) rigid joint c) swivel joint d) ball and socket joint 34 / 50 34. The permissible limits of error in chaining for measurement on rough or hilly ground are a) 1:2000 b) 1:1000 c) 1:500 d) 1:250 35 / 50 35. The quadrantal bearing of a line is determined by: a) prismatic compass b) surveyor's compass c) celestial observations d) none of the above 36 / 50 36. Under Survey, "working from whole to part" is done a) to prevent the accumulation of error b) to localize the error c) both of the above d) none of the above 37 / 50 37. The position of a point can be fixed more accurately by a) perpendicular offset b) optical square c) prism square d) oblique offsets 38 / 50 38. The needle is adjusted for a) balancing b) straightening vertically and horizontally c) all of the above d) sensitivity 39 / 50 39. The levels to which the earthwork will have to be carried out is known as a) finish surface level b) original G.L c) formation level d) depth of cutting 40 / 50 40. Staff intercept means a) top reading b) bottom reading c) middle reading d) the difference between top and bottom reading 41 / 50 41. Right face and left face readings are taken to a) get the correct reading b) eliminate error of trunnion axis not being exactly horizontal c) eliminate error in the vertical axis d) eliminate error in the line of collimation 42 / 50 42. 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. 43 / 50 43. The W.C.B of a line is preferred to a quadrantal bearing merely because a) the bearing is not completely specified by an angle b) the bearing is completely specified by an angle c) the sign of the correction of magnetic declination is different in different quadrants d) all of the above 44 / 50 44. In leveling, the station where the back sight and foresight readings are taken is known as a) change point b) fixed point c) movable point d) none of the above 45 / 50 45. The length of an Engineer's chain is a) 70 ft b) 80 ft c) 90 ft d) 100 ft 46 / 50 46. Butt rods are used for measuring a) baseline b) tie line c) offset distance d) vertical distance 47 / 50 47. Boning rod is used a) setting out of sewer b) setting out of road c) setting out of canal d) all of the above 48 / 50 48. In the direct method of contouring, the process of locating points lying on a contour is known as a) horizontal control b) vertical control c) ranging d) none of the above 49 / 50 49. Azimuth and altitude of a star a) are constant b) vary due to diurnal motion c) azimuth is constant but altitude is not constant d) none of the above 50 / 50 50. 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 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