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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

50 to 75 mm
75 to 100 mm
20 to 25 mm
100 to 120 mm

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Highway Engineering
Most suitable material for highway embankments is

clays
organic soil
silts
granular soil

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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
of very low load bearing capacity
smoother than the traffic lanes

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Highway Engineering
The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as

pie charts
condition diagram
spot maps
collision diagram

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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

revolving
slipping
turning
skidding

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Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

3
7
0
5

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