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Highway Engineering

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

possible capacity
practical capacity
basic capacity
theoretical capacity

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

unsuitable for road surfacing
satisfactory for road surfacing
strong
exceptionally strong

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

more than 60%
between 10% and 25%
between 25% and 60%
upto 10%

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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

16kmph
20 kmph
8 kmph
12kmph

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Highway Engineering
Enoscope is used to find

space-mean speed
time-mean speed
average speed
spot speed

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Highway Engineering
In the penetration macadam construction, the bitumen is

Sprayed before the aggregates are spread and compacted
Sprayed after the aggregates are spread and compacted
Premixed with aggregates and then spread
None of these

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