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Highway Engineering

Highway Engineering
Most suitable material for highway embankments is

clays
silts
organic soil
granular soil

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

30m
180m
60m
120m

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

10 cm
30 cm
20 cm
50cm

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Highway Engineering
Bitumen of grade 80/100 means

its penetration value is 8 to 10 cm
its penetration value is 8 to 10 mm
its penetration value is 10 mm
its penetration value is 8 mm

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

rough
smooth and wet
smooth and dry
dry

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Highway Engineering
The background colour of the informatory sign board is

white
red
green
yellow

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MORE MCQ ON Highway Engineering

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