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Highway Engineering
Comments
Question
The camber on pavements, is provided by
Options
A. straight line method
B. parabolic method
C. straight line and parabolic at crown
D. elliptical method
E. circular method.
Correct Answer
straight line and parabolic at crown
Highway Engineering problems
Search Results
1. To ensure that bullock carts may not overturn on curves, the maximum value of super-elevation, recommended by I.R.C., is
Options
A. 1 in 10
B. 1 in 12
C. 1 in 15
D. 1 in 20
E. 1 in 25
Show Answer
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Discuss
Correct Answer: 1 in 15
2. The best compromise between the increase of the length of a highway and reduction in its load carrying capacity, is the ruling gradient
Options
A. 1 in 10
B. 1 in 15
C. 1 in 20
D. 1 in 25
E. l in 30
Show Answer
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Correct Answer: 1 in 20
3. When load is applied on concrete pavement
Options
A. away from edges, the maximum bending moment is negative
B. away from edges, the maximum bending moment cause compression
C. on the edges, the maximum stress is parallel to the edge of the slab
D. none of these.
Show Answer
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Correct Answer: on the edges, the maximum stress is parallel to the edge of the slab
4. The width of the right of way, is influenced by
Options
A. formation width
B. shoulders or berms
C. classification of road
D. availability of funds
E. all the above.
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Correct Answer: all the above.
5. An ideal vertical curve is
Options
A. true spiral
B. cubic spiral
C. cubic parabala
D. lamniscate
E. none of these.
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Correct Answer: none of these.
6. Roadway width for a National highways and State highways (two-lanes) is
Options
A. 12 m
B. 9 m
C. 9.5 m
D. 15 m
Show Answer
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Correct Answer: 12 m
7. In complex situations, total time required for a driver to form a judgement and to act, may be taken as
Options
A. 1.0 sec
B. 1.5 sec
C. 2.0 sec
D. 2.5 sec
E. 3.0 sec
Show Answer
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Correct Answer: 3.0 sec
8. Ruling gradient on hill roads 300 m above M.S.L. is kept
Options
A. 4%
B. 5%
C. 6%
D. 7%
E. 8%
Show Answer
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Correct Answer: 5%
9. The ratio of maximum deviation angle and maximum polar deflection angle of a Lemniscate curve, is
Options
A. 2
B. 3
C. 4
D. 5
E. 6
Show Answer
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Correct Answer: 3
10. The length of a transition curve, is governed by
Options
A. rate of change of radial acceleration
B. rate of change of super-elevation
C. both (a) and (b)
D. neither (a) nor (b)
Show Answer
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Correct Answer: both (a) and (b)
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