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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

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

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

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

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

sheep foot roller
pneumatic tyred roller
smooth wheeled roller
vibrator

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Highway Engineering
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is

Seal coat
Tack coat
Prime coat
Spray of emulsion

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Highway Engineering
The shoulder provided along the road edge should be

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

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

3.5 m
4.5 m
5.5m
2.5 m

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