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: 30 Time Allotted: 30 minutes Passing Score: 50% Randomization: Yes Certificate: No Do not refresh the page! 👍 All the best! 1 / 30 1. 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 2 / 30 2. 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 3 / 30 3. 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 4 / 30 4. The closing error is given by a) √(ΣL^2+ΣD^2) b) √((ΣL+ΣD))^2 c) ΣL^2 +ΣD^2 d) none of the above 5 / 30 5. 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° 6 / 30 6. *The method of leveling used to carry out the reconnaissance of an area is a) check leveling b) fly leveling c) profile leveling d) simple leveling 7 / 30 7. A straight line tangential to the longitudinal curve of the level tube at its center is known as a) horizontal axis b) line of collimation c) bubble line d) line of right 8 / 30 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 / 30 9. Methods adopted for traversing are a) chain traversing and loose needle method b) chain angle method and fast needle method c) all of the above d) none of the above 10 / 30 10. The correction for curvature as applied to staff reading is a) d² / 2R b) -d² / 2R c) d² / R d) -d² / R 11 / 30 11. Natural error in leveling is caused due to a) wind vibration b) atmospheric refraction c) temperature variation d) all of the above 12 / 30 12. In a double-line river, contours are a) stopped at the bank of the river b) stopped at the edge of the river c) drawn across the water d) none of the above 13 / 30 13. The purpose of triangulation in a chain survey is a) finding the direction of points b) establishment of accurate control points c) transferring the control point d) none of the above 14 / 30 14. 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 15 / 30 15. Butt rods are used for measuring a) baseline b) tie line c) offset distance d) vertical distance 16 / 30 16. The fundamental lines of transit of the theodolite are a) horizontal axis and line of collimation b) vertical axis c) axes of plate levels and bubble line of the telescope level d) all of the above 17 / 30 17. Offsets are a) chain lines out of alignment b) small measurements from the chain line c) measurements taken in chain surveying d) none of the above 18 / 30 18. The instrument used for measuring area on a contour map is a) graph meter b) planimeter c) area meter d) clinometers 19 / 30 19. The difference between the sum of the measured angles and the theoretical sum of the angles of a closed traverse is called the a) angular closing error b) closing error in bearing c) relative closing error d) all of the above 20 / 30 20. The place where the reading is taken is known as a) level b) fixed point c) station d) none of the above 21 / 30 21. 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 22 / 30 22. 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 23 / 30 23. 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 24 / 30 24. 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 25 / 30 25. The two-point problem is: a) a case of resection method where no ray is required to be drawn from the proceeding station to the instrument station b) locating the position of the plane table by means of two visible well-defined points c) all of the above d) none of the above 26 / 30 26. 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 27 / 30 27. 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 28 / 30 28. 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 29 / 30 29. When several contours coincide, it indicates a) an overhanging b) a saddle c) a valley d) a vertical cliff 30 / 30 30. The accuracy of measurement in chain surveying does not depend upon a) leader b) follower c) length of chain d) length of offset Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score is Share your achievement! LinkedIn Facebook Twitter 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Surveying MCQ PDF for Offline Study
