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Highway Engineering

Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.1
0.2
0.45
0.3

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Highway Engineering
The fundamental factor in the selection of pavement type is

type and intensity of traffic
availability of funds for the construction project
subgrade soil and drainage conditions
climatic condition

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

satisfactory for road surfacing
exceptionally strong
unsuitable for road surfacing
strong

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

greater than 1
less than 1
zero
equal to 1

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Highway Engineering
The background colour of the informatory sign board is

red
yellow
green
white

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

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

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