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Highway Engineering

Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

less
more
same
dependent on the speed

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Highway Engineering
For highway geometric design purposes the speed used is

15th percentile
98 “”percentile
50 “”percentile
85th percentile

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

25%
20%
15%
75%

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Highway Engineering
When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is

circular
elliptical
turbine
tangent

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Highway Engineering
The thickness of bituminous carpet varies from

20 to 25 mm
100 to 120 mm
50 to 75 mm
75 to 100 mm

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Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

6%
4%
3 %
5 %

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