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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

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

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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
The camber for hill roads in case of bituminous surfacing is adopted as

0.04
0.03
0.02
0.025

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Highway Engineering
Group index method of design of flexible pavement is

An empirical method based on strength characteristics of sub-grade soil
A semi empirical method
An empirical method based on physical properties of sub-grade soil
A theoretical method

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

20 kmph
40 kmph
30 kmph
50 kmph

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Highway Engineering
When semaphore and warner are installed on the same post, then the stop indication is given when

semaphore arm lowered but warner arm horizontal
None of these
both semaphore and warner arms lowered
both arms are horizontal

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