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Highway Engineering

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

50cm
20 cm
30 cm
10 cm

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Highway Engineering
Which of the following premix methods is used for base course ?

sheet asphalt
bituminous carpet
mastic asphalt
bituminous bound macadam

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

overtaking sight distance
three times the overtaking sight distance
two times the overtaking sight distance
five times the overtaking sight distance

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Highway Engineering
Maximum number of vehicles can be parked with

45° angle parking
90° angle parking
30° angle parking
parallel parking

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

smooth and dry
dry
rough
smooth and wet

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Highway Engineering
Maximum daily traffic capacity of bituminous pavements is

500 tonnes per day
2000 tonnes per day
1500 tonnes per day
1000 tonnes per day

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