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Highway Engineering

Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 20
1 in 30
1 m 15
1 in 12

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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
1600/R
1750/R

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Highway Engineering
Penetration test on bitumen is used for determining its

Ductility
Viscosity
Temperature susceptibility
Grade

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

less than 1
zero
greater than 1
equal to 1

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Highway Engineering
The shoulder provided along the road edge should be

of same colour as that of the pavement
smoother than the traffic lanes
of very low load bearing capacity
rougher than the traffic lanes

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Highway Engineering
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

crosswalk lines
stop lines
turn markings
lane lines

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