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Highway Engineering

Highway Engineering
The maximum thickness of expansion joint in rigid pavements is

10 mm
100 mm
50 mm
25 mm

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Highway Engineering
Bottom most layer of pavement is known as

base course
sub-base course
subgrade
wearing course

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Highway Engineering
For highway geometric design purposes the speed used is

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

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Highway Engineering
The attainment of super elevation by rotation of pavement about the inner edge of the pavement

results in balancing the earthwork
does not change the vertical alignment of road
avoids the drainage problem in flat terrain
is preferable in steep terrain

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

30 kmph
20 kmph
50 kmph
40 kmph

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Highway Engineering
Reaction time of a driver

increases with increase in speed
is same for all speeds
None of these
decreases with increase in speed

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