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Highway Engineering

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

0.04
0.025
0.03
0.02

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Highway Engineering
Which of the following represents hardest grade of bitumen ?

80/100
100/120
30/40
60/70

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

zero
60m
80m
64m

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

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

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

fair
good
very poor
poor

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Highway Engineering
The camber of road should be approximately equal to

three times the longitudinal gradient
two times the longitudinal gradient
half the longitudinal gradient
longitudinal gradient

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