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QUESTIONS

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

30 cm
50cm
10 cm
20 cm

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Highway Engineering
In CBR test the value of CBR is calculated at

5.0 mm penetration only
2.5 mm penetration only
7.5 mm penetration only
both 2.5 mm and 5.0 mm penetrations

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

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

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Highway Engineering
Highway facilities are designed for

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

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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

stop lines
turn markings
crosswalk lines
lane lines

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