2. The minimum value of camber provided for thin bituminous surface hill roads, is_____
Anonymous Quiz
26%
A. 2.2%
63%
B. 2.5%
7%
C. 3.0%
4%
D. 3.5%
3. Design of horizontal and vertical alignments, super-elevation, sight distance and grades, is worst affected by_________________
Anonymous Quiz
4%
A.Mwidth of the vehicle
17%
B. length of the vehicle
0%
C. height of the vehicle
78%
D. speed of the vehicle
4. Thickness of a pavement may be reduced considerably by_______________
Anonymous Quiz
17%
A. compaction of soil
10%
B. stabilisation of soil
3%
C. drainage of soil
69%
D. combination of all the above.
5. The total length of a valley formed by two gradients - 3% and + 2% curve between the two tangent points to provide a rate of change of centrifugal acceleration 0.6 m/sec2, for a design speed 100 km ph, is_______
Anonymous Quiz
20%
A. 16.0 m
13%
B. 42.3 m
67%
C. 84.6 m
0%
D. none of these.
6. Reinforcement in cement concrete slab of road pavements, is placed___________
Anonymous Quiz
11%
A. longitudinally
25%
B. transversely
39%
C. longitudinally and transversely
25%
D. in the form of welded wire mesh
0%
E. none of these.
❤1
7. If d is the thickness of a concrete pavement, the equivalent radius b of resisting section for an interior loading, is___________
Anonymous Quiz
19%
A. b = 0.6 + d^2 - 0.675 d
38%
B. b = 1.6 + d^2 + 0.675 d
25%
C. b = 1.6 + d^2 - 3.675 d
19%
D. b = 1.6 + d^2 - 0.675 d
8. If x% is the gradient of an alignment and y% is the gradient after proper superelevation along a curved portion of a highway, the differential grade along the curve, is________
Anonymous Quiz
6%
A. (x + y)%
17%
B. (x - y)%
61%
C. (y - x)%
17%
D. (x x y)%
0%
E. (y + x)%
9. In an ideal transition curve, the radius of curvature
Anonymous Quiz
27%
A. is constant
13%
B. at any point is directly proportional to its distance from the point of commencement
40%
C. is inversely proportional to the radius of main curve
20%
D. is directly proportional to the radius of main curve
Hello 👋🏻 Civil Engineer’s work Member. @engineer03 @engineer03
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10. Intermediate catch water drains are provided only, if ________________
Anonymous Quiz
6%
A. catchment area of the watershed above road is large
22%
B. intensity of rainfall is heavy
0%
C. single catch water drain is inadequate
72%
D. all the above.
11. Pick up the correct statement from the following:______________
Anonymous Quiz
15%
A.Minimum desirable width of medians on rural highways is 5 metres
10%
B.Minimum width of medians should be 3 metres
20%
C.On long bridges and viaducts, the width of medians should be 1.5 m
55%
D.All the above.
12. Raising of outer edge of a road with respect to inner edge, is known_______
Anonymous Quiz
70%
A. super elevation
9%
B. cant
9%
C. banking
12%
D. all the above.
13. Width of the shoulders of carriage way is generally kept_________
Anonymous Quiz
13%
A. 100 cm
10%
B. 125 cm
29%
C. 150 cm
6%
D.200 cm
42%
E. 250 cm
14. Round-abouts are not suitable if number of vehicles exceed_______.
Anonymous Quiz
44%
A.3000
11%
B.4000
11%
C.5000
33%
D.6000
15. For a comfortable travel on Highways, the centrifugal ratio should not exceed_____________.
Anonymous Quiz
15%
A. 0.10
23%
B. 0.15
4%
C. 0.20
42%
D. 0.25
15%
E. 0.30
16. The traffic manoeuvre means_____________.
Anonymous Quiz
14%
A. diverging
14%
B. merging
29%
C. crossing
43%
D. all the above.
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🤏The ratio of shearing stress to shearing strain within elastic limit, is known as_______
Anonymous Quiz
35%
A. modulus of elasticity
54%
B. shear modulus of elasticity
4%
C. bulk modulus of elasticity
0%
D. tangent modulus of elasticity
8%
E. all the above.
🤏The method of design of steel framework for greatest rigidity and economy in weight, is known as_______
Anonymous Quiz
35%
A. simply design
10%
B.Nsemi-rigid design
55%
C. fully rigid design
0%
D.none of these.
🤏 The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is____
Anonymous Quiz
18%
A. L
29%
B. 0.67 L
47%
C. 0.85 L
6%
D. 1.5 L
0%
E. 2 L