

MCQOPTIONS
Saved Bookmarks
This section includes 224 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
1. |
At a road junction, 7 cross conflict points are severe if |
A. | cubic parabola |
B. | lamniscate |
C. | none of these. |
D. | both are one-way roads |
Answer» D. both are one-way roads | |
2. |
If L metres is the distance between extreme axles of a vehicle, its gross load should not exceed |
A. | Sully. |
B. | 1525 (L + 4.3) - 14.7 L2 |
C. | 1526 (L + 5.3) - 14.7 L2 |
D. | 1525 (L + 6.3) - 14.7 L2 |
Answer» E. | |
3. |
If W is the weight of a vehicle negotiating an upgrade 1 : S along a track having co-efficient of resistance μ, the tractive force T is given by |
A. | 52 cm |
B. | 64 cm |
C. | 76 cm |
D. | 80 cm |
Answer» E. | |
4. |
The best compromise between the increase of the length of a highway and reduction in its load carrying capacity, is the ruling gradient |
A. | 50 m |
B. | 33 m |
C. | 30 m |
D. | 25 m |
Answer» D. 25 m | |
5. |
When a number of hair pin bends are introduced, a minimum intervening distance in between is kept |
A. | 1718.9 m |
B. | 1817.9 m |
C. | 20 m |
D. | 40 m |
Answer» D. 40 m | |
6. |
Length of vehicles does not affect |
A. | after the crossing on the right side. |
B. | extra widening |
C. | minimum radius of turning |
D. | passing sight distance |
Answer» E. | |
7. |
When each particle of aggregates is thinly coated with cement paste, a heterogeneous solid is formed, which is known as |
A. | steep. |
B. | hydration |
C. | gel |
D. | concrete |
Answer» D. concrete | |
8. |
In case of a hair pin bend of a highway, |
A. | 1 in 160 to 1 in 140 |
B. | none of these. |
C. | minimum radius of inner curve is 14 m |
D. | minimum radius of transition is 15 m |
Answer» E. | |
9. |
Thickness of broken line markings on multi-lane road for lanes is generally kept |
A. | shipping |
B. | air lines |
C. | pipe lines. |
D. | 10 cm |
Answer» B. air lines | |
10. |
If N is the algebraic difference of grades, S is the minimum sight distance in metres, the length (L) of a summit curve is |
A. | 17 m to 27 m |
B. | 25 m to 35 m |
Answer» C. | |
11. |
The standard equation of a cubic parabolic transition curve provided on roads, is |
A. | elliptical method |
B. | circular method. |
Answer» B. circular method. | |
12. |
Normal formation width of a hill road for one-way traffic, is |
A. | 80 cm |
B. | 100 cm |
C. | 3.6 m |
D. | 4.8 m |
Answer» C. 3.6 m | |
13. |
Minimum radius of a simple circular curve deflecting through 5°, is |
A. | 3° 11' |
B. | 4° 11' |
C. | 1618.9 m |
D. | 1816.9 m |
Answer» D. 1816.9 m | |
14. |
In ideal pavement is constructed with |
A. | all the above. |
B. | bricks |
C. | hard soil |
D. | Portland cement concrete |
Answer» D. Portland cement concrete | |
15. |
For night travel, the length of a valley curve should be such that the head light beam distance is the same as |
A. | floating gradient |
B. | all the above. |
C. | stopping sight distance |
D. | overtaking sight distance |
Answer» B. all the above. | |
16. |
In India the modes of transportation, in the order of their importance, are |
A. | air transport, shipping, roads, railways |
B. | shipping, roads, railways, air transport |
C. | roads, railways, air transport, shipping |
D. | railways, roads, shipping, air transport |
Answer» E. | |
17. |
The desirable camber for straight roads with water bound macadam or gravel surface, is |
A. | practical capacity of lane. |
B. | 1 in 33 to 1 in 25 |
C. | 1 in 40 to 1 in 33 |
D. | 1 in 150 to 1 in 140 |
Answer» C. 1 in 40 to 1 in 33 | |
18. |
The shape of a vertical curve, is |
A. | all the above. |
B. | parabolic |
C. | elliptical |
D. | circular |
Answer» B. parabolic | |
19. |
The ratio of maximum deviation angle and maximum polar deflection angle of a Lemniscate curve, is |
A. | all the above. |
B. | 2 |
C. | 3 |
D. | 4 |
Answer» C. 3 | |
20. |
Transverse joints are provided at distances varying from |
A. | All the above. |
B. | 10 m to 15 m |
C. | 12 m to 18 m |
D. | 16 m to 24 m |
Answer» E. | |
21. |
Hill roads are |
A. | provided camber along spur curves |
B. | provided camber along valley curves |
C. | seldom provided a camber |
D. | None of these. |
Answer» D. None of these. | |
22. |
To prevent compressive stresses in a rigid concrete pavement, the joint prvoided, is |
A. | all the above. |
B. | expansion joint |
C. | contraction joint |
D. | hinged joint |
Answer» E. | |
23. |
The absolute minimum sight distance required for stopping a vehicle moving with a speed of 80 km ph, is |
A. | 1950 |
B. | 120 m |
C. | 200 m |
D. | 640 m |
Answer» B. 120 m | |
24. |
The steepest gradient permitted on roads which, in ordinary conditions, does not exceed, is known |
A. | 2.0 m |
B. | ruling gradient |
C. | maximum gradient |
D. | exceptional gradient |
Answer» C. maximum gradient | |
25. |
Longitudinal pavement lines marked broken in white paint |
A. | none of these. |
B. | are for the guidance of the drivers |
C. | are not to be crossed over |
D. | may be crossed over at the discretion of the driver |
Answer» D. may be crossed over at the discretion of the driver | |
26. |
First operation during the detailed survey of a hill road, is |
A. | hydrological and soil surveys |
B. | adjustment of alignment along with curves |
C. | derivation of longitudinal and cross-sections |
D. | fixation of Bench Marks |
Answer» E. | |
27. |
If cross slope of a country is 10% to 25%, the terrain is classified as |
A. | rolling |
B. | mountainous |
C. | steep |
D. | plain. |
Answer» B. mountainous | |
28. |
The weaving length of a roadway is the distance |
A. | inversely proportional to the radius of curvature. |
B. | between the channelising islands |
C. | equal to half circumference |
D. | equal to total width of adjoining radial roads |
Answer» B. between the channelising islands | |
29. |
The tangent length of a simple circular curve of radius R deflecting through θ°, is |
A. | 50 metres |
B. | R tan θ |
C. | R tan θ/2 |
D. | R sin θ |
Answer» C. R tan Œ∏/2 | |
30. |
One-way streets are generally provided in crowded cities as, these |
A. | 30 cm. |
B. | are inexpensive means of traffic flow |
C. | reduce delays to vehicles |
D. | permit higher speed |
Answer» E. | |
31. |
Following type of pavement is generally known as flexible pavement |
A. | water-bound macadam roads |
B. | stabilised soil roads |
C. | road constructed with various layers of building material well compacted |
D. | all the above. |
Answer» E. | |
32. |
Traffic census is carried out for |
A. | 0.1 |
B. | speed and delay study |
C. | road parking study |
D. | traffic volume study |
Answer» E. | |
33. |
The extra widening of pavements recommended by Indian Roads Congress for hill roads having radius 150 metres, is |
A. | 1.5 m |
B. | 1.0 m |
C. | 0.5 m |
D. | 0.0 m |
Answer» E. | |
34. |
Super-elevation on roads in snow bound areas, should generally not exceed |
A. | 0.15 |
B. | 0.12 |
C. | 0.1 |
D. | 0.07 |
Answer» E. | |
35. |
Width of vehicles affects the width of |
A. | lanes |
B. | shoulders |
C. | parking spaces |
D. | all the above. |
Answer» E. | |
36. |
The type of curves generally provided on highways, is |
A. | critical curve |
B. | transition curve |
C. | vertical curve |
D. | all the above. |
Answer» E. | |
37. |
While calculating the overtaking sight distance, the height of the object above road surface, is assumed |
A. | Zero |
B. | 50 cm |
C. | 75 cm |
D. | 100 cm |
Answer» E. | |
38. |
The top height of a route marker above crown level is |
A. | 1.50 m |
B. | 1.75 m |
C. | 2.00 m |
D. | 2.25 m |
Answer» E. | |
39. |
If brakes of vehicles are effective, the vehicle-running at 30 km/hour comes to a stop in |
A. | 10 metres |
B. | 12 metres |
C. | 15 metres |
D. | 18 metres |
Answer» C. 15 metres | |
40. |
Ruling gradient on hill roads 300 m above M.S.L. is kept |
A. | 0.04 |
B. | 0.05 |
C. | 0.06 |
D. | 0.07 |
Answer» C. 0.06 | |
41. |
If L is the length of the transition curves provided on either side of a circular curve of radius R, the maximum angle of deflection with tangent for the junctions of the transition curve and circular curve, is |
A. | L/R |
B. | L/2R |
C. | L/3R |
D. | L/4R |
Answer» E. | |
42. |
If the width of carriage way is 12.5 metres, outer edge 50 cm higher than the inner edge, the required super elevation is |
A. | 50 cm |
B. | 1 in 25 |
C. | 1 in 400 |
D. | 1 in 40 |
Answer» C. 1 in 400 | |
43. |
An ideal vertical curve is |
A. | true spiral |
B. | cubic spiral |
C. | cubic parabala |
D. | lamniscate |
Answer» E. | |
44. |
Extra widening required at a horizontal curve on a single lane hill road of radius 80 m for a design speed of 50 km ph and for a vehicle with wheel base 6.0 m is |
A. | 0.225 m |
B. | 0.589 m |
C. | 1.250 m |
D. | none of these |
Answer» C. 1.250 m | |
45. |
Pick up the incorrect statement from the following. If water cement ratio is |
A. | increased, strength of concrete increases |
B. | decreased, strength of concrete increases |
C. | increased, strength of concrete is not affected |
D. | none of these. |
Answer» D. none of these. | |
46. |
For the administration of road transport, a Motor Vehicle Act was enacted in |
A. | 1927 |
B. | 1934 |
C. | 1939 |
D. | 1947 |
Answer» D. 1947 | |
47. |
Full amount of extra width of a pavement on the curve, is provided at |
A. | beginning of the transition curve |
B. | centre of the transition curve |
C. | beginning of the circular curve |
D. | centre of the circular curve. |
Answer» D. centre of the circular curve. | |
48. |
Along horizontal curves, if centrifugal force exceeds lateral friction, vehicles may |
A. | skid |
B. | slip |
C. | not be affected |
D. | none of these. |
Answer» B. slip | |
49. |
The usual width of side drains along Highways in hilly region, is |
A. | 50 cm |
B. | 60 cm |
C. | 70 cm |
D. | 80 cm |
Answer» C. 70 cm | |
50. |
California Bearing Ratio method of designing flexible pavements is more accurate as it involves |
A. | characteristics of soils |
B. | traffic intensities |
C. | character of the road making materials |
D. | none of these. |
Answer» D. none of these. | |