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Highway Engineering

Highway Engineering
Penetration test on bitumen is used for determining its

Ductility
Grade
Viscosity
Temperature susceptibility

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Highway Engineering
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is

10 lux
15 lux
20 lux
30 lux

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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
3.8 (NV3)”2
3.8 NV”2
0.38 (NV3)”2

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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
2500 vehicles per hour
2000 vehicles per hour

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Highway Engineering
The stopping sight distance depends upon

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

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Highway Engineering
The rail is designated by its

weight per unit length
length
weight
cross-section

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