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Highway Engineering

Highway Engineering
Desire lines are plotted in

origin and destination studies
accident studies
speed studies
traffic volume studies

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

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

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

Westergaard method
group index method
CBR method
Benkelman beam method

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

equal to camber
1 in 12.5
1 in 15
1 in 10

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Highway Engineering
Bottom most layer of pavement is known as

wearing course
base course
sub-base course
subgrade

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Highway Engineering
In the penetration macadam construction, the bitumen is

None of these
Sprayed before the aggregates are spread and compacted
Sprayed after the aggregates are spread and compacted
Premixed with aggregates and then spread

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