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Highway Engineering

Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.03
0.025
0.04
0.02

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

10 cm
50cm
30 cm
20 cm

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Highway Engineering
The critical combination of stresses for corner region in cement concrete roads is

Load stress + warping stress frictional stress
Load stress + frictional stress
Load stress + warping stress
Load stress + warping stress + frictional stress

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Highway Engineering
Scientific planning of transportation system and mass transit facilities in cities should be based on

traffic volume data
origin and destination data
spot speed data
accident data

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Highway Engineering
Most suitable material for highway embankments is

silts
granular soil
clays
organic soil

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Highway Engineering
Which of the following is indicated by a warning sign ?

level crossing
no parking
end of speed limit
overtaking prohibited

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