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Highway Engineering

Highway Engineering
The binder normally used in flexible pavement construction is

bitumen
None of these
cement
lime

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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
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

16kmph
8 kmph
20 kmph
12kmph

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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

3000 vehicles per hour
1500 vehicles per hour
2000 vehicles per hour
2500 vehicles per hour

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

30 kmph
40 kmph
20 kmph
50 kmph

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Highway Engineering
Tyre pressure influences the

None of these
quality of surface course
total depth of pavement
both the above

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