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 chain length which is not the standard metric chain length is a) 10m b) 20m c) 25m d) 30m 2 / 50 2. Ranging is the process of a) marking some intermediate points in a straight line, joining the two endpoints in the field b) fixing ranging rods on the extremities of the area c) taking offsets from a chain line d) none of the above 3 / 50 3. 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 4 / 50 4. The benchmark of a station A is 500 m, and the back sight reading at the point A is 2 m & foresight reading of station B is 3 m. Find the RL of station B a) 502 m b) 503 m c) 499 m d) 505 m 5 / 50 5. The difference between a level line and a horizontal line is that a) the level line is normal to the plumb line, while the horizontal line is not necessarily b) the level line is curved, but the horizontal line is a straight line c) both (a) and (b) of the above d) none of the above 6 / 50 6. The observed reading on a leveling staff was 3.525 m. If the staff was 0.125m off from the original ground level, what should be the correct reading? a) 3.65m b) 3.525m c) 3.4m d) all of the above 7 / 50 7. The levelling head of a transit theodolite consists of a) parallel plates b) a tribarch plate c) leveling screws d) all of the above 8 / 50 8. 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° 9 / 50 9. 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 10 / 50 10. An offset scale always has the zero mark at a) middle b) end c) either middle or at the end d) none of the above 11 / 50 11. 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 12 / 50 12. The effect of local attraction is observed in a) chain survey b) compass survey c) PT survey d) leveling 13 / 50 13. The place where the reading is taken is known as a) level b) fixed point c) station d) none of the above 14 / 50 14. 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 15 / 50 15. 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 16 / 50 16. 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 17 / 50 17. The maximum angular error in laying the direction is 3°; if this maximum displacement of the point on paper is the same for both sources of error, the accuracy in the offset measurement will be a) 1 in 18 b) 1 in 19 c) 1 in 25 d) 1 in 30 18 / 50 18. The sensitivity of the bubble tube expressed in terms of the angular value of one division of the bubble is given by a) S/D radians b) D/S radians c) S/D seconds d) none of the above 19 / 50 19. The rise and fall method of leveling provides a complete check on a) back sight b) fore sight c) intermediate sight d) all of the above 20 / 50 20. 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 21 / 50 21. The fix of the table is good when: a) the station is within the great triangle b) the middle station is farther than the other two stations c) the angle subtended between two stations is not very small d) all of the above 22 / 50 22. 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 23 / 50 23. A building is an obstacle to a) chaining but not ranging b) ranging but not chaining c) both chaining and ranging d) none of the above 24 / 50 24. 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 25 / 50 25. 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 26 / 50 26. Actually, which is not the method of plane tabling? a) radiation b) intersection c) resection d) traversing 27 / 50 27. 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 28 / 50 28. Tacheometry is adopted where a) too many curves at the borders exist b) obstacles and undulations exist c) limitations of space exist d) none of the above 29 / 50 29. To orient a plane table without two inaccessible points, the method generally adopted is: a) intersection b) resection c) radiation d) two-point problem 30 / 50 30. Tellurometer uses a) light waves b) radio waves c) infra waves d) all of the above 31 / 50 31. Find the contour interval for the map, 1: 25000 in IS & FPS a) 4m & 20.70ft b) 6m & 19.70ft c) 3m & 20.70ft d) 5m & 19.70ft 32 / 50 32. 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 33 / 50 33. 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 34 / 50 34. *Total station is a) total no. of stations in traverse b) even/odd no. of stations in traverse c) optical distance measurement instrument d) electromagnetic distance measurement instrument 35 / 50 35. The number of links in a 30 m metric chain is a) 100 b) 150 c) 180 d) 200 36 / 50 36. 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 37 / 50 37. When several contours coincide, it indicates a) an overhanging b) a saddle c) a valley d) a vertical cliff 38 / 50 38. Which one is wrong? a) anallatic lens is not a concave lens b) anallatic lens is a convex lens c) anallatic lens is used to eliminate the additive constant d) none of the above 39 / 50 39. 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° 40 / 50 40. When the following scale is the smallest one a) 1cm = 10m b) 1cm = 100m c) 1cm = 1000m d) 1cm = 10,000m 41 / 50 41. 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 42 / 50 42. 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 43 / 50 43. Instrumental error in leveling is an error due to a) imperfect adjustment b) sluggish bubble c) movement of the objective slide d) all of the above 44 / 50 44. The three-point problem is concerned with: a) chain survey b) plane table survey c) compass survey d) leveling 45 / 50 45. Natural error in leveling is caused due to a) wind vibration b) atmospheric refraction c) temperature variation d) all of the above 46 / 50 46. The contour lines merge or cross one another on the map in the case of a) cave b) overhang ground surfaces c) both (a) and (b) of above d) vertical surfaces 47 / 50 47. The magnetic north is indicated by a) magnetic compass b) prismatic compass c) theodolite d) leveling 48 / 50 48. Distomats is a type of a) direct distance measuring instrument b) optical distance measuring instrument c) electromagnetic distance measuring instrument d) none of the above 49 / 50 49. The inclination of the needle to the horizontal towards the pole is called a) dip b) declination c) azimuth d) bearing 50 / 50 50. The optical square is based on the principle of a) reflection b) refraction c) double reflection d) double refraction 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