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Highway Engineering

Highway Engineering
Bottom most layer of pavement is known as

sub-base course
wearing course
subgrade
base course

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

fair
good
poor
very poor

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Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1700/R
1600/R
1850/R
1750/R

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

75%
25%
15%
20%

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

20 kmph
40 kmph
30 kmph
50 kmph

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

same
more
less
dependent on the speed

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