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Highway Engineering

Highway Engineering
Tie bars in cement concrete pavements are at

longitudinal joints
contraction joints
warping joints
expansion joints

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

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Highway Engineering
In highway construction on super elevated curves, the rolling shall proceed from

centre towards the sides
lower edge towards the upper edge
upper edge towards the lower edge
sides towards the centre

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Highway Engineering
Number of cotters used in CST-9 sleepers is

2
4
3
5

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Highway Engineering
Penetration test on bitumen is used for determining its

Temperature susceptibility
Viscosity
Ductility
Grade

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.3
0.2
0.1
0.45

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