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Highway Engineering

Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

1000000
100000
10000
1000

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

75 mm
165 mm
140 mm
90 mm

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Highway Engineering
Percentage of free carbon in bitumen is

equal to that in tar
less than that in tar
None of these
more than that in tar

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Highway Engineering
Group index method of design of flexible pavement is

A semi empirical method
A theoretical method
An empirical method based on physical properties of sub-grade soil
An empirical method based on strength characteristics of sub-grade soil

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Highway Engineering
Number of cotters used in CST-9 sleepers is

2
3
5
4

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

30 kmph
40 kmph
20 kmph
50 kmph

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