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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

12kmph
8 kmph
20 kmph
16kmph

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Highway Engineering
In CBR test the value of CBR is calculated at

5.0 mm penetration only
2.5 mm penetration only
both 2.5 mm and 5.0 mm penetrations
7.5 mm penetration only

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

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

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

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

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Highway Engineering
The camber of shoulders in water bound macadam roads is

greater than the cross slope of pavement
less than the cross slope of pavement
equal to the cross slope of pavement
zero

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

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