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Highway Engineering

Highway Engineering
Penetration test on bitumen is used for determining its

Viscosity
Grade
Temperature susceptibility
Ductility

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

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Highway Engineering
Highway facilities are designed for

peak hourly volume of the year
annual average hourly volume
thirtieth highest hourly volume
annual average daily traffic

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Highway Engineering
The recommended grade of tar for grouting purpose is

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

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

12kmph
8 kmph
20 kmph
16kmph

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Highway Engineering
For highway geometric design purposes the speed used is

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

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