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Highway Engineering

Highway Engineering
Percentage of free carbon in bitumen is

equal to that in tar
less than that in tar
None of these
more than that in tar

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Highway Engineering
Group index method of design of flexible pavement is

A semi empirical method
An empirical method based on physical properties of sub-grade soil
An empirical method based on strength characteristics of sub-grade soil
A theoretical method

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

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Highway Engineering
Highway facilities are designed for

peak hourly volume of the year
thirtieth highest hourly volume
annual average hourly volume
annual average daily traffic

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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

crosswalk lines
turn markings
lane lines
stop lines

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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

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

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