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 instrument used to reproduce plans to a different scale is called a) planimeter b) clinometer c) ghat tracer d) pentagraph 2 / 50 2. 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 3 / 50 3. 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 4 / 50 4. 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 5 / 50 5. 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 6 / 50 6. The boundary of water of a still lake is a) level surface b) contour c) horizontal surface d) concave surface 7 / 50 7. 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 8 / 50 8. In a dumpy level, the objective and eyepiece lenses are made of two or more small lenses to obtain a) distinct image b) shorter image c) reading even in less light d) all of the above 9 / 50 9. Which of the following instruments is generally used for baseline measurements? a) metallic tape b) steel tape c) invar tape d) chain 10 / 50 10. The direction of the steepest slope on a contour is a) along the contour b) at an angle to the contour c) at right angles to the contour d) none of the above 11 / 50 11. The location of the contour gradient for a highway is best set out from a) ridge down the hill b) saddle down the hill c) bottom to the ridge d) bottom to the saddle 12 / 50 12. To orient a plane table without two inaccessible points, the method generally adopted is: a) intersection b) resection c) radiation d) two-point problem 13 / 50 13. 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 14 / 50 14. Plane table surveying is a graphical method of surveying in which: a) fieldwork and plotting proceed simultaneously b) plotting is done later while records are taken in the field book c) only fieldwork is done d) none of the above 15 / 50 15. 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 16 / 50 16. 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 17 / 50 17. 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 18 / 50 18. The projection of a line on a plane parallel to the meridian is known as a) parallax b) aberration c) latitude d) departure 19 / 50 19. 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 20 / 50 20. 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 21 / 50 21. 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 22 / 50 22. 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 23 / 50 23. Invar tapes are made of an alloy of a) nickel and steel b) copper and steel c) tin and steel d) aluminum and steel 24 / 50 24. Hydrographic survey deals with the mapping of a) large water bodies b) canal system c) cloud movement d) none of the above 25 / 50 25. The accuracy required in precise leveling is of the order of (Where K is the total distance of the level line in KM) a) ± 4√K mm b) +8√K mm c) +12√K mm d) all of the above 26 / 50 26. In normal condition, the difference of fore and back bearing should be? a) 0° b) 90° c) 135° d) 180° 27 / 50 27. 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 28 / 50 28. The types of leveling used for Geodetic survey is a) fly leveling b) precise leveling c) profile leveling d) none of the above 29 / 50 29. The function of the leveling head is a) to attach the theodolite to the tripod b) to provide a bearing for the outer hollow spindle c) to provide a means of leveling the instrument d) all of the above 30 / 50 30. Limiting the length of offset depends upon a) accuracy desired b) scale of plotting c) nature of the ground d) all of the above 31 / 50 31. Handles of chains are made of a) nickel b) steel c) copper d) brass 32 / 50 32. The amount of correction due to local attraction at a place a) is constant for all bearings b) varies with the bearing c) changes from time to time d) sometimes additive and sometimes subtractive 33 / 50 33. The distance between terminal points computed from a subsidiary traverse run between them is known as a) traverse base b) transverse base c) corrected base d) traverse length 34 / 50 34. 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 35 / 50 35. 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 36 / 50 36. 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 37 / 50 37. *Total station measures a) horizontal & slope distance b) slope & difference in level c) difference in level & coordinates d) all of the above 38 / 50 38. 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 39 / 50 39. 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 40 / 50 40. 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 41 / 50 41. 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 42 / 50 42. The upper plate a) is attached to the inner spindle and is called the vernier plate b) has two verniers 180° apart for reading the horizontal angles c) is also called the alidade of the theodolite d) all of the above 43 / 50 43. 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 44 / 50 44. Isogonic lines are a) line passing through the points having the same declination at a given point b) line passing through the point of zero declination c) line passing through the point having the same dip d) line passing through the point having zero dip 45 / 50 45. If the distance between two points A and B is 1km, the combined correction for curvature and refraction will be a) 0.673m b) 0.0673m c) 1.0673m d) 1.673m 46 / 50 46. 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 47 / 50 47. 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° 48 / 50 48. Tilting levels are used for a) fly leveling b) precise leveling c) profile leveling d) none of the above 49 / 50 49. The Normal chord of a curve should be a) less than sub chord b) equal to sub chord c) greater than sub chord d) all of the above 50 / 50 50. 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° 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