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Highway Engineering

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

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

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Highway Engineering
Tie bars in cement concrete pavements are at

longitudinal joints
contraction joints
expansion joints
warping joints

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

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

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Highway Engineering
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

lane lines
turn markings
crosswalk lines
stop lines

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Highway Engineering
Desire lines are plotted in

traffic volume studies
speed studies
accident studies
origin and destination studies

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Highway Engineering
Group index method of design of flexible pavement is

An empirical method based on physical properties of sub-grade soil
A theoretical method
An empirical method based on strength characteristics of sub-grade soil
A semi empirical method

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