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Highway Engineering

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

16kmph
20 kmph
12kmph
8 kmph

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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

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

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

0.2
0.45
0.3
0.1

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Highway Engineering
The maximum limit of water absorption for aggregate suitable for road construction is

0.6 %
0.8 %
0.4 %
1.0 %

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Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

100000
1000000
1000
10000

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

3.5 m
4.5 m
5.5m
2.5 m

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