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Highway Engineering

Highway Engineering
Percentage of free carbon in bitumen is

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

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Highway Engineering
In CBR test the value of CBR is calculated at

2.5 mm penetration only
both 2.5 mm and 5.0 mm penetrations
7.5 mm penetration only
5.0 mm penetration only

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

zero
60m
64m
80m

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Highway Engineering
Which of the following premix methods is used for base course ?

mastic asphalt
bituminous carpet
bituminous bound macadam
sheet asphalt

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Highway Engineering
Which of the following is known as design capacity ?

theoretical capacity
practical capacity
possible capacity
basic capacity

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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

100000
1000
1000000
10000

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