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Highway Engineering

Highway Engineering
The recommended grade of tar for grouting purpose is

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

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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)

7.432 cm
-0.168 cm
0.168 cm
7.768 cm

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Highway Engineering
For rapid curing cutbacks, the oil used is

heavy diesel
light diesel
kerosene oil
gasoline

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

2500 vehicles per day
1000 vehicles per hour
2000 vehicles per hour
2500 vehicles per hour

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Highway Engineering
The fundamental factor in the selection of pavement type is

climatic condition
availability of funds for the construction project
type and intensity of traffic
subgrade soil and drainage conditions

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Highway Engineering
The camber of road should be approximately equal to

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

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