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Highway Engineering

Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1600/R
1700/R
1850/R
1750/R

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Highway Engineering
On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

zero
less than the pressure on inner wheels
equal to the pressure on inner wheels
more than the pressure on inner wheels

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph
100 kmph
80 kmph
120 kmph

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Highway Engineering
The maximum design gradient for vertical profile of a road is

minimum gradient
ruling gradient
limiting gradient
exceptional gradient

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Highway Engineering
Tie bars in cement concrete pavements are at

longitudinal joints
contraction joints
warping joints
expansion joints

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

unsuitable for road surfacing
strong
satisfactory for road surfacing
exceptionally strong

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