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Highway Engineering

Highway Engineering
Bottom most layer of pavement is known as

subgrade
wearing course
sub-base course
base course

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

exceptionally strong
strong
satisfactory for road surfacing
unsuitable for road surfacing

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Highway Engineering
For highway geometric design purposes the speed used is

15th percentile
50 “”percentile
85th percentile
98 “”percentile

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

2500 vehicles per day
2500 vehicles per hour
2000 vehicles per hour
1000 vehicles per hour

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

3
5
4
2

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Highway Engineering
Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

1.0
2.0
0.5
10

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