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Highway Engineering

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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Highway Engineering
In highway construction on super elevated curves, the rolling shall proceed from

sides towards the centre
upper edge towards the lower edge
centre towards the sides
lower edge towards the upper edge

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Highway Engineering
Percentage of free carbon in bitumen is

None of these
more than that in tar
less than that in tar
equal to that in tar

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

1 in 10
equal to camber
1 in 12.5
1 in 15

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Highway Engineering
In CBR test the value of CBR is calculated at

2.5 mm penetration only
5.0 mm penetration only
both 2.5 mm and 5.0 mm penetrations
7.5 mm penetration only

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

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

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