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Highway Engineering

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

possible capacity
theoretical capacity
basic capacity
practical 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

1000
10000
100000
1000000

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Highway Engineering
Creep is the

Vertical movement of rail
Difference in level of two rails
Lateral movement of rail
Longitudinal movement of rail

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

0.45
0.1
0.2
0.3

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Highway Engineering
The camber of road should be approximately equal to

three times the longitudinal gradient
longitudinal gradient
half the longitudinal gradient
two times the longitudinal gradient

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Highway Engineering
For highway geometric design purposes the speed used is

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

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