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Highway Engineering

Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

50cm
20 cm
30 cm
10 cm

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

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

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

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

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Highway Engineering
In case of hill roads, the extra widening is generally provided

equally on inner and outer sides of the curve
fully on the outer side of the curve
fully on the inner side of the curve
one-fourth on inner side and three-fourth on outer side of the curve

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Highway Engineering
The camber of shoulders in water bound macadam roads is

equal to the cross slope of pavement
less than the cross slope of pavement
zero
greater than the cross slope of pavement

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