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 the magnetic bearing of a line is 65° and the true bearing 45°, then the magnetic declination is a) 10°W b) 20°W c) 20°E d) none of the above 2 / 50 2. The correction for curvature as applied to staff reading is a) d² / 2R b) -d² / 2R c) d² / R d) -d² / R 3 / 50 3. 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 4 / 50 4. A traverse survey can be plotted a) by rectangular coordinates or plotting by tangents b) by paper protractor or by included angles c) by parallel meridian method or plotting by chords d) all of the above 5 / 50 5. If the image formed by the objective of the telescope is not in the plane of crosshairs, it is called a) indistinct focusing b) parallax c) aberration d) none of the above 6 / 50 6. A diagonal eyepiece is provided with a a) plane convex lens b) reflecting prism c) mirror fitted at 45° with the axis of the telescope d) both (b) and (c) above 7 / 50 7. 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 8 / 50 8. Different grades are joined together by a a) transition curve b) vertical curve c) compound curve d) reverse curve 9 / 50 9. 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 10 / 50 10. A traverse deflection angle is a) less than 90° b) between 90° and 180° c) the difference between the included angle and 180° d) none of the above 11 / 50 11. 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 12 / 50 12. 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° 13 / 50 13. The size of the plane table is: a) 600 x 750mm b) 450 x 750mm c) 450 x 800mm d) 3.35 x 500mm 14 / 50 14. 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 15 / 50 15. A 20 cm theodolite means a) the length of the theodolite is 20 cm b) the diameter of the lower plate is 20 cm c) the diameter of the upper plate is 20 cm d) the total height of the theodolite plate is 20 cm 16 / 50 16. Axis method of traverse correction is used when a) the angles are measured very accurately b) the lengths are measured very accurately c) both (a) and (b) are not measured very accurately d) any of the above 17 / 50 17. While measuring horizontal distance by stepping method we should follow a) down hill b) up hill c) center d) all of the above 18 / 50 18. Local attraction at a place may be due to a) key bunches b) steel buttons c) current-carrying base wire d) electric storm 19 / 50 19. Secular variation is an important factor because a) the variation is due to seasonal changes b) the magnitude of variation is of a high order, and the needle after coming to a standstill may move in the opposite direction c) the needle will stop d) the variation is less 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. The angle that can be set by a French cross-staff is a) 45° b) 90° c) 45° or 90° d) none of the above 22 / 50 22. The optical square is based on the principle of a) reflection b) refraction c) double reflection d) double refraction 23 / 50 23. The whole circle bearing 338°42" converted into quadrantal form is given as a) N 21°18' W b) S 21°18' E c) W 21°18' N d) none of the above 24 / 50 24. A river is an obstacle to a) ranging but not chaining b) chaining but not ranging c) both chaining and ranging d) none of the above 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. When the angular and linear measurements are equally precise in traversing, the balancing of the traverse is done by: a) transit rule b) empirical rule c) Bowditch's rule d) none of the above 27 / 50 27. 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 28 / 50 28. 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 29 / 50 29. 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 30 / 50 30. The sag correction is always a) positive b) negative c) zero d) none of the above 31 / 50 31. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is a) 30°E b) 30°W c) 20°E d) 20°W 32 / 50 32. The Bench Mark of a point is 400m. Backsight reading at the benchmark is 2.20, and the foresight reading of point A is 2.10. Find the RL of point A a) 400.00m b) 402.20m c) 402.10m d) 400.10m 33 / 50 33. Metallic tapes are made of a) steel b) invar c) cloth and wires d) nickel 34 / 50 34. Normal tension is that pull which a) neutralizes the effect due to pull and sag b) makes sag correction zero c) makes pull correction zero d) none of the above 35 / 50 35. The imaginary line passing through the intersection of crosshairs and the optical center of the object is known as: a) line of sight b) line of collimation c) line of axis d) axis of the telescope 36 / 50 36. Contours are used to determine a) intervisibility of points on a contour map b) area of the drainage basin and capacity of the reservoir c) quantities of earth work d) all of the above 37 / 50 37. *Due to the curvature of the earth, objects look a) higher than they really are b) lower than they really are c) at their real height d) all of the above 38 / 50 38. 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 39 / 50 39. Leveling across a river is done by a) fly leveling b) reciprocal leveling c) trigonometrical leveling d) cross leveling 40 / 50 40. The method of plane tabling generally adopted to obtain details and plotting inaccessible points is: a) radiation b) intersection c) resection d) all of the above 41 / 50 41. Actually, which is not the method of plane tabling? a) radiation b) intersection c) resection d) traversing 42 / 50 42. 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 43 / 50 43. 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 44 / 50 44. Invar tapes are made of an alloy of a) nickel and steel b) copper and steel c) tin and steel d) aluminum and steel 45 / 50 45. In a theodolite, staff readings for upper, middle, and lower crosshairs are 1.4, 0.9 & 0.4, respectively. If the height of the tower is 100m, then find the horizontal distance between the instrument station and the base of the tower a) 40m b) 90m c) 140m d) 100m 46 / 50 46. 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 47 / 50 47. 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 48 / 50 48. 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 49 / 50 49. Prolongation of a chain line across an obstruction in chain surveying is done by a) drawing perpendiculars with a chain b) making angular observations c) solution of triangles d) all the above methods 50 / 50 50. The errors due to bad ranging are a) cumulative positive b) cumulative negative c) compensating d) cumulative positive or negative 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