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Highway Engineering

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

10 cm
20 cm
30 cm
50cm

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

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

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

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

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

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

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

0.38 N V3/2
0.38 (NV3)”2
3.8 NV”2
3.8 (NV3)”2

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

elliptical
straight line
parabolic
combination of straight and parabolic

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