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Highway Engineering

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

smooth and wet
smooth and dry
dry
rough

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

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Highway Engineering
The attainment of super elevation by rotation of pavement about the inner edge of the pavement

results in balancing the earthwork
is preferable in steep terrain
does not change the vertical alignment of road
avoids the drainage problem in flat terrain

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Highway Engineering
The transition curve used in the horizontal alignment of highways as per IRC recommendations is

Any of these
cubic parabola
spiral
lemniscate

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

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

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Highway Engineering
The rail is designated by its

length
weight per unit length
cross-section
weight

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