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Highway Engineering

Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

3
5
7
0

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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
2000 vehicles per hour
1500 vehicles per hour

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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
1000 vehicles per hour
2000 vehicles per hour

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

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

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

75 mm
165 mm
140 mm
90 mm

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Highway Engineering
Coefficient of friction is less when the pavement surface is

dry
rough
smooth and dry
smooth and wet

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