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 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 2 / 50 2. *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 3 / 50 3. Sensitivity of a level tube is expressed by a) the length of the level tube b) the radius of the level tube c) the length of the bubble of the level tube d) all of the above 4 / 50 4. In survey works, declination varies from time to time and place to place. The main important variation is a) secular variation b) annual variation c) diurnal variation d) irregular variation 5 / 50 5. *Total station measures a) horizontal & slope distance b) slope & difference in level c) difference in level & coordinates d) all of the above 6 / 50 6. The angle which the true meridian makes with the magnetic meridian is called a) magnetic declination or declination b) true declination c) dip d) azimuth 7 / 50 7. 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 8 / 50 8. 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 9 / 50 9. 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 10 / 50 10. Find the length of curve if R=500 m, Intersection angle= 120° a) 500m b) 525m c) 550m d) 575m 11 / 50 11. Overturning of vehicles on a curve can be avoided by using a) transition curve b) vertical curve c) compound curve d) reverse curve 12 / 50 12. A traverse consists of six sides; then the sum of external angles must be a) 1080° b) 540° c) 720° d) 1440° 13 / 50 13. The types of instrument generally used in the survey of gravity water supply system are: a) abney level b) dumpy level c) theodolite d) clinometer 14 / 50 14. Which of the following terms is not associated with leveling: a) foresight b) bench mark c) bearing d) change point 15 / 50 15. Staff intercept means a) top reading b) bottom reading c) middle reading d) the difference between top and bottom reading 16 / 50 16. The types of errors that are of a cumulative nature and can be corrected are known as a) permissible error b) residual error c) expected error d) systematic error 17 / 50 17. Diurnal variation depends upon a) locality b) time c) seasons d) all of the above 18 / 50 18. 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 19 / 50 19. The theory of probability is applied to a) cumulative errors b) compensative errors c) accidental errors d) none of the above 20 / 50 20. The length of an Engineer's chain is a) 70 ft b) 80 ft c) 90 ft d) 100 ft 21 / 50 21. The representation of general topography of a very flat terrain is possible only a) by drawing possible only b) by drawing contours at a large interval c) by giving spot levels at a large interval d) by giving spot levels to salient features of close interval 22 / 50 22. 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 23 / 50 23. 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 24 / 50 24. 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 25 / 50 25. If the station A and B are equally affected and in the different direction, then the difference between the forebearing and back bearing of a line AB should be a) 180° b) 200° c) 220° d) may any of the above 26 / 50 26. 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 27 / 50 27. To orient a plane table without two inaccessible points, the method generally adopted is: a) intersection b) resection c) radiation d) two-point problem 28 / 50 28. A 30m chain was found to be 20cm too long after chaining 1500m. The correct length of the total distance chained will be a) 1495m b) 1500m c) 1505m d) none of the above 29 / 50 29. Azimuth (direct angles) is an angle measured in a) c.w. direction b) a.c.w. direction c) both d) none of the above 30 / 50 30. Resection is the method employed for: a) plotting the details b) locating the instrument station c) surveying mountainous country d) all of the above 31 / 50 31. The dip of the needle a) is constant b) varies from place to place & is zero at the equator and maximum at the poles c) is zero at the equators and poles d) none of the above 32 / 50 32. 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 33 / 50 33. A transition curve introduced between the tangent and the circular curve should a) have infinite curvature at the junction of straight and transition curve b) have zero curvature at the junction of straight and transition curve c) meet the curve tangentially d) none of the above 34 / 50 34. 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 35 / 50 35. A 30 m long chain when tested should not show errors exceeding a) ±2mm per metre and ±5mm overall length b) ±3mm per metre and ±8mm overall length c) ±2mm per metre and ±8mm overall length d) ±5mm per metre and ±2mm overall length 36 / 50 36. 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 37 / 50 37. A benchmark (BM) is a a) point of known elevation b) reference point c) the first station d) the last station 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. The contour interval depends upon a) nature of the ground b) scale of the map c) purpose and extent of the survey d) all of the above 40 / 50 40. 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 41 / 50 41. The principle of surveying to prevent the accumulation of errors is a) to work from whole to the part b) to work from part to whole c) both (a) and (b) above d) none of the above 42 / 50 42. 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 43 / 50 43. 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 44 / 50 44. 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 45 / 50 45. 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 46 / 50 46. The last reading of leveling is always at a) back sight b) fore sight c) intermediate sight d) any of the above 47 / 50 47. 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 48 / 50 48. The shape of the vertical curve generally used is a) circular b) parabolic c) spiral d) elliptical 49 / 50 49. Which one is the simplest survey? a) chain survey b) compass survey c) plane table survey d) leveling 50 / 50 50. An imaginary line connecting the points of equal elevation on the ground surface is known as a) contour line b) contour interval c) horizontal equivalent d) contour gradient 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