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Highway Engineering

Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

zero
less than 1
equal to 1
greater than 1

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Highway Engineering
For design, that length of transition curve should be taken which is

smaller of (A) and (B)
based on allowable rate of change of centrifugal acceleration
based on rate of change of super elevation
higher of (A) and (B)

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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

5
0
3
7

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Highway Engineering
Penetration test on bitumen is used for determining its

Temperature susceptibility
Grade
Viscosity
Ductility

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Highway Engineering
The rail is designated by its

cross-section
weight
length
weight per unit length

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Highway Engineering
When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is

elliptical
tangent
turbine
circular

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