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Highway Engineering

Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

50cm
10 cm
30 cm
20 cm

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Highway Engineering
Highway facilities are designed for

annual average hourly volume
thirtieth highest hourly volume
peak hourly volume of the year
annual average daily traffic

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Highway Engineering
Flexible pavement distribute the wheel load

through a set of layers to the subgrade
through structural action
None of these
directly to subgrade

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Highway Engineering
The binder normally used in flexible pavement construction is

bitumen
None of these
cement
lime

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Highway Engineering
The shoulder provided along the road edge should be

of very low load bearing capacity
of same colour as that of the pavement
rougher than the traffic lanes
smoother than the traffic lanes

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Highway Engineering
Coefficient of friction is less when the pavement surface is

rough
dry
smooth and dry
smooth and wet

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