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Highway Engineering

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
The rail is designated by its

cross-section
weight
weight per unit length
length

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

0.02
0.025
0.03
0.04

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

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Highway Engineering
For highway geometric design purposes the speed used is

85th percentile
50 “”percentile
98 “”percentile
15th percentile

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph
100 kmph
80 kmph
120 kmph

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