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Highway Engineering

Highway Engineering
Coefficient of friction is less when the pavement surface is

smooth and wet
rough
dry
smooth and dry

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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)

7.768 cm
7.432 cm
0.168 cm
-0.168 cm

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Highway Engineering
Desire lines are plotted in

accident studies
traffic volume studies
speed studies
origin and destination studies

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Highway Engineering
The shape of the camber, best suited for cement concrete pavements, is

straight line
parabolic
elliptical
combination of straight and parabolic

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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

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

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Highway Engineering
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is

20 lux
10 lux
30 lux
15 lux

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