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Highway Engineering

Highway Engineering
Most suitable material for highway embankments is

silts
clays
organic soil
granular soil

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Highway Engineering
The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is

15 cubic meter
8 cubic meter
12 cubic meter
10 cubic meter

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

30m
120m
180m
60m

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Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1600/R
1850/R
1700/R
1750/R

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

group index method
CBR method
Benkelman beam method
Westergaard method

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

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