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Highway Engineering

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

0.1
0.45
0.2
0.3

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Highway Engineering
Los Angeles testing machine is used to conduct

Abrasion test
Attrition test
Crushing strength test
Impact test

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

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

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Highway Engineering
Percentage of free carbon in bitumen is

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

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

strong
unsuitable for road surfacing
satisfactory for road surfacing
exceptionally strong

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Highway Engineering
For highway geometric design purposes the speed used is

50 “”percentile
85th percentile
15th percentile
98 “”percentile

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