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Highway Engineering

Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

10%
1 %
no compensation
0.1 %

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

equal to 1
zero
greater than 1
less than 1

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Highway Engineering
The stopping sight distance depends upon

All of these
efficiency of brakes
total reaction time of driver
speed of vehicle

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Highway Engineering
Which of the following turnouts is most commonly used for goods train on Indian Railways ?

1 in 20
1 in 8’/2
1 in 16
1 in 12

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Highway Engineering
Tyre pressure influences the

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

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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

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

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