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Highway Engineering

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

0.025
0.02
0.04
0.03

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

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

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.45
0.2
0.3
0.1

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Highway Engineering
“Dead Slow” is a

regulatory sign
informatory sign
warning sign
None of these

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

CBR method
Westergaard method
group index method
Benkelman beam method

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

20 kmph
16kmph
8 kmph
12kmph

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