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Highway Engineering

Highway Engineering
Penetration test on bitumen is used for determining its

Temperature susceptibility
Grade
Viscosity
Ductility

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Highway Engineering
The maximum design gradient for vertical profile of a road is

limiting gradient
ruling gradient
exceptional gradient
minimum gradient

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Highway Engineering
If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

2000 vehicles per hour
1500 vehicles per hour
3000 vehicles per hour
2500 vehicles per hour

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

three times the overtaking sight distance
two times the overtaking sight distance
overtaking sight distance
five times the overtaking sight distance

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

parabolic
straight line
elliptical
combination of straight and parabolic

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Highway Engineering
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

turn markings
crosswalk lines
stop lines
lane lines

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