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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

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

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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

16kmph
20 kmph
8 kmph
12kmph

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Highway Engineering
The stopping sight distance depends upon

All of these
total reaction time of driver
efficiency of brakes
speed of vehicle

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Highway Engineering
In case of hill roads, the extra widening is generally provided

fully on the outer side of the curve
one-fourth on inner side and three-fourth on outer side of the curve
equally on inner and outer sides of the curve
fully on the inner side of the curve

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Highway Engineering
RC-2, MC-2 and SC-2 correspond to

same viscosity
viscosity in decreasing order from RC-2 to SC-2
viscosity in increasing order from RC-2 to SC-2
None of these

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

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

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