Home» Online Test » Civil Engineering » Online Exam 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard) Get fresh, new questions in each attempt.(4100+ Question Bank Pool) Total Questions: 50 Time Allotted: 40 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from the runway end will be a) 1500 m b) 1200 m c) 1000 m d) 800 m 2 / 50 2. From the end of an instrumental runway, the approach surface rises outwards a) 1 in 20 b) 1 in 30 c) 1 in 40 d) 1 in 50 3 / 50 3. The maximum length and pavement strength of the runway are that of a) Al b) B2 c) B3 d) G7 4 / 50 4. Moisture content of aggregate is determined by: a) displacement method b) drying method c) both of the above d) none of the above 5 / 50 5. Flooring preferred for a dancing hall is: a) Cork flooring b) Wooden flooring c) Timber flooring d) Granolithic flooring 6 / 50 6. The main component of pozzolana is: a) Silicious material b) Calcium chloride c) Calcium sulfate d) Tricalcium silicate 7 / 50 7. The black cotton soil: a) undergoes volumetric changes b) swells excessively when wet c) shrinks excessively when dry d) all of the above 8 / 50 8. The probability of completion of any activity within its expected time in PERT is: a) 0% b) 50% c) 75% d) 100% 9 / 50 9. Assuming that the cost varies with time, the cost-slope is defined as: a) Crash cost - Normal cost / Crash time b) Crash cost - Normal cost / Normal time c) Crash cost - Normal cost / Normal time - Crash time d) None of the above 10 / 50 10. Milestone charts are developed in: a) 1900 AD b) 1940 AD c) 1957 AD d) 1974 AD 11 / 50 11. *Gravel is a type of a) igneous rock b) sedimentary rock c) metamorphic rock d) none of the above 12 / 50 12. Muller is concerned with a) ground the base of paint b) cohesion & adhesion c) preparation of paint d) all of the above 13 / 50 13. *All burnt bricks are soaked in water for at least.......before use with cement mortars. a) 4 hours b) 3 hours c) 2 hours d) 1 hour 14 / 50 14. *In brick laying the tool used for lifting and spreading mortar and for forming joints is a) scutch b) trowel c) square d) bolster 15 / 50 15. Freehand drawing is done for: a) Generate new idea b) To make correction c) Both (a) and (b) of above d) None of the above 16 / 50 16. The section obtained when the section plane is inclined to the axis of the cone and cuts all the generators on either side of the apex is called: a) An ellipse b) A parabola c) A hyperbola d) A circle 17 / 50 17. For drawing thin lines of uniform thickness, the pencil should be sharpened in the form of: a) Chisel edge b) Conical c) Pointed d) Circular 18 / 50 18. The expenses of items that do not come under any regular head of items and the cost of unforeseen items are called a) Lump-sum b) Extras c) Customary charges d) Contingencies 19 / 50 19. In the analysis of rates, what percentage of total cost is provided towards water charges? a) 5% b) 7.50% c) 1.50% d) 10% 20 / 50 20. The tender is: a) A notice inviting bids b) A written offer submitted by a contractor to execute works c) An agreement enforceable by law d) None of the above 21 / 50 21. The steepest gradient in ordinary condition should not exceed a) ruling gradient b) maximum gradient c) exceptional gradient d) floating gradient 22 / 50 22. The maximum super elevation on a hill road should not exceed: a) 5% b) 7% c) 8% d) 10% 23 / 50 23. The height of the object above the road surface for the consideration of sight distance is a) 10 cm above road level b) 15 cm above road level c) 20 cm above road level d) 25 cm above road level 24 / 50 24. The minimum head loss will occur in a) orifice meter b) venturimeter c) nozzle meter d) none of the above 25 / 50 25. In fluids, steady flow occurs when a) the condition of flow change steadily with time b) the condition of flow do not change with time c) the condition of flow remains the same at adjacent points d) the velocity vector remains constant at a point 26 / 50 26. In an inclined pipe, the pressure difference at its two ends is due to a) sudden head drop at the inlet b) exit head drop c) frictional loss head d) all of the above 27 / 50 27. *The upper surface of the notch over which water flows is known as a) vein b) nappe c) sill d) none of the above 28 / 50 28. According to Lacey's theory, the depth of scour in the case of a right-angle bend is a) 1.414D b) 1.667D c) 2D d) 2.5D 29 / 50 29. The uplift pressure on the face of a drainage gallery in a dam is equal to a) hydrostatic pressure at toe b) hydrostatic pressure at heel c) two-thirds of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel d) none of the above 30 / 50 30. Vertical acceleration due to an earthquake results in a) an increase in the effective weight of the dam b) a decrease in the effective weight of the dam c) both (a) and (b) of above d) none of the above 31 / 50 31. *The velocity of a moving body is: a) A vector quantity b) A scalar quantity c) A constant quantity d) None of the above 32 / 50 32. *As per the elastic theory of design, the factor of safety is the ratio of a) working stress to field stress b) yield stress to working stress c) ultimate stress to yield stress d) ultimate load to load at yield 33 / 50 33. If a material has identical properties in all directions, it is said to be a) homogeneous b) isotropic c) elastic d) orthotropic 34 / 50 34. The shear center may be defined as a) the point through which the resultant of the shear stress pass b) the point about which the moment of shear flow is zero c) the center of gravity of the section d) none of the above 35 / 50 35. *The slope of an elastic curve at the point of contraflexture a) must be equal to zero b) greater than zero c) need not be equal to zero d) none of the above 36 / 50 36. A foundation may be classified as a strip foundation if: a) Length is very large b) Length is very large compared with uniform width c) Load is applied at long intervals d) None of the above 37 / 50 37. The ratio of volume of air void to the volume of voids is known as a) Air content b) Wet porosity c) Percentage voids d) Degree of saturation 38 / 50 38. The angle between the horizontal and the slope of a heap produced by pouring clean dry sand from a small height is known as: a) the angle of equilibrium b) the angle of bulk c) the angle of rest d) the angle of repose 39 / 50 39. Three-phase system is concerned with a) Partially saturated soil b) Saturated soil c) Dry soil d) All of the above 40 / 50 40. Angle of internal friction of silty sand a) 5-20° b) 24-30° c) 27-33° d) 30-35° 41 / 50 41. A slender column is a a) short column b) long column c) mix d) column of varying cross-section 42 / 50 42. Presence of oils in water for concreting a) improves strength b) gives more slump c) reduces workability d) reduces strength 43 / 50 43. An RCC element, 1 m deep and 0.5 m wide will require minimum reinforcement @ 1% of the gross sectional area, what will be the area of reinforcing bars? a) 500 mm² b) 1000 mm² c) 5000 mm² d) 50,000 mm² 44 / 50 44. If W is the weight of the chain, L is the span, and P is the tension or pull, the sag correction for the chain will be a) W^2L^2/24P^2 b) W^2L/24P c) LW^2/24P^2 d) W^2L^2/24P 45 / 50 45. The spacing of crosshairs in a stadia diaphragm of a tacheometer is 1.5mm, and the focal length of the objective glass is 30cm, the multiplying constant of the tacheometer is a) 200 b) 100 c) 50 d) 25 46 / 50 46. A series of closely spaced contour lines represent a a) steep slope b) uniform slope c) horizontal surface d) gentle slope 47 / 50 47. A complete water supply system includes: a) construction of intake and collection chamber b) digging of a well for water c) construction of a dam for a reservoir d) the entire arrangement from source to distribution 48 / 50 48. The presence of hydrogen sulfide in water causes: a) softening b) acidity c) alkalinity d) bad taste 49 / 50 49. Advantage of pressure conduits is a) flow is independent of the grade of the hydraulic grade line b) economical since it follows a shorter path c) less chance of water pollution as it is closed d) all of the above 50 / 50 50. The pressure at the inlet and outlet in a break pressure tank is a) zero and 1 m b) 1 m and zero c) zero and zero d) 1 m and 1 m 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 The Complete Civil Engineering MCQ PDF for Offline Study