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Highway Engineering

Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

20 kmph
40 kmph
50 kmph
30 kmph

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Highway Engineering
RC-2, MC-2 and SC-2 correspond to

viscosity in increasing order from RC-2 to SC-2
viscosity in decreasing order from RC-2 to SC-2
same viscosity
None of these

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

30 cm
10 cm
50cm
20 cm

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

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Highway Engineering
On a single lane road with two way traffic, the minimum stopping sight distance is equal to

two times the stopping distance
half the stopping distance
stopping distance
three times the stopping distance

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Highway Engineering
With increase in speed of the traffic stream, the minimum spacing of vehicles

first decreases and then increases after reaching a minimum value at optimum speed
increases
first increases and then decreases after reaching a maximum value at optimum speed
decreases

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