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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

RT-1
RT-5
RT-3
RT-2

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

CBR method
Westergaard method
group index method
Benkelman beam method

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Highway Engineering
Los Angeles testing machine is used to conduct

Abrasion test
Attrition test
Crushing strength test
Impact test

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

1 %
0.1 %
no compensation
10%

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

440 m
220 m
577 m
110 m

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