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Highway Engineering

Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

20 kmph
12kmph
8 kmph
16kmph

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Highway Engineering
For rapid curing cutbacks, the oil used is

kerosene oil
gasoline
heavy diesel
light diesel

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 20
1 in 12
1 m 15
1 in 30

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Highway Engineering
Coefficient of friction is less when the pavement surface is

rough
smooth and wet
smooth and dry
dry

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

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

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

2.5 m
3.5 m
4.5 m
5.5m

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