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Highway Engineering

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

60m
zero
80m
64m

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Highway Engineering
The binder normally used in flexible pavement construction is

cement
lime
bitumen
None of these

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Highway Engineering
Most suitable material for highway embankments is

silts
granular soil
organic soil
clays

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

20 kmph
30 kmph
40 kmph
50 kmph

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

-0.168 cm
0.168 cm
7.768 cm
7.432 cm

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 30
1 in 20
1 in 12
1 m 15

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