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Highway Engineering

Highway Engineering
Most suitable material for highway embankments is

silts
clays
organic soil
granular soil

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Highway Engineering
Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be

greater than 40°C
equal to 40°C
None of these
less-than 40°C

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Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

5
7
3
0

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Highway Engineering
The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is

10 cubic meter
15 cubic meter
8 cubic meter
12 cubic meter

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Highway Engineering
The camber of road should be approximately equal to

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

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Highway Engineering
Flexible pavement distribute the wheel load

through structural action
None of these
directly to subgrade
through a set of layers to the subgrade

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