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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

16kmph
12kmph
20 kmph
8 kmph

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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
Coefficient of friction is less when the pavement surface is

rough
smooth and dry
dry
smooth and wet

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 60
1 in 48
1 in 36
1 in 30

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

overtaking sight distance
three times the overtaking sight distance
two times the overtaking sight distance
five times the overtaking sight distance

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Highway Engineering
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is

15 lux
20 lux
30 lux
10 lux

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