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Highway Engineering

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

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

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Highway Engineering
Creep is the

Longitudinal movement of rail
Lateral movement of rail
Vertical movement of rail
Difference in level of two rails

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

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

1 in 12.5
1 in 15
equal to camber
1 in 10

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Highway Engineering
Which of the following tests measures the toughness of road aggregates ?

shape test
impact test
crushing strength test
abrasion test

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Highway Engineering
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is

Seal coat
Tack coat
Prime coat
Spray of emulsion

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