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Highway Engineering

Highway Engineering
Most suitable material for highway embankments is

clays
granular soil
organic soil
silts

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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

60m
zero
64m
80m

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Highway Engineering
The thickness of bituminous carpet varies from

100 to 120 mm
20 to 25 mm
50 to 75 mm
75 to 100 mm

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

15%
75%
20%
25%

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 30
1 in 36
1 in 48
1 in 60

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Highway Engineering
The absolute minimum radius of curve for safe operation for a speed of 110 kmph is

440 m
577 m
220 m
110 m

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