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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
1700/R
1600/R
1850/R

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Highway Engineering
The maximum limit of water absorption for aggregate suitable for road construction is

0.6 %
1.0 %
0.8 %
0.4 %

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Highway Engineering
RC-2, MC-2 and SC-2 correspond to

viscosity in increasing order from RC-2 to SC-2
viscosity in decreasing order from RC-2 to SC-2
same viscosity
None of these

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Highway Engineering
The stopping sight distance depends upon

speed of vehicle
efficiency of brakes
All of these
total reaction time of driver

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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 25% and 60%
between 10% and 25%
upto 10%

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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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