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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

RT-3
RT-1
RT-5
RT-2

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

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

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

skidding
slipping
revolving
turning

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Highway Engineering
The shoulder provided along the road edge should be

rougher than the traffic lanes
of same colour as that of the pavement
smoother than the traffic lanes
of very low load bearing capacity

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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

crosswalk lines
stop lines
turn markings
lane lines

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.03
0.04
0.02
0.025

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