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Highway Engineering

Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

no compensation
0.1 %
1 %
10%

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

Westergaard method
Benkelman beam method
CBR method
group index method

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Highway Engineering
The diagram which shows all important physical conditions of an accident location like roadway limits, bridges, trees and all details of roadway conditions is known as

condition diagram
pie chart
spot maps
collision diagram

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Highway Engineering
Los Angeles testing machine is used to conduct

Attrition test
Crushing strength test
Abrasion test
Impact test

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Highway Engineering
For design, that length of transition curve should be taken which is

smaller of (A) and (B)
based on allowable rate of change of centrifugal acceleration
higher of (A) and (B)
based on rate of change of super elevation

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Highway Engineering
Which of the following is known as design capacity ?

theoretical capacity
possible capacity
practical capacity
basic capacity

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