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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

RT-1
RT-2
RT-3
RT-5

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Highway Engineering
For highway geometric design purposes the speed used is

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

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Highway Engineering
Bottom most layer of pavement is known as

subgrade
sub-base course
base course
wearing course

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

25%
15%
75%
20%

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Highway Engineering
The maximum design gradient for vertical profile of a road is

minimum gradient
exceptional gradient
limiting gradient
ruling gradient

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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
collision diagram
spot maps
condition diagram

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