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Highway Engineering

Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

3.5 m
2.5 m
5.5m
4.5 m

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Highway Engineering
The maximum width of a vehicle as recommended by IRC is

3.81 m
4.72 m
2.44 m
1.85 m

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

strong
satisfactory for road surfacing
unsuitable for road surfacing
exceptionally strong

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 NV”2
3.8 (NV3)”2
0.38 (NV3)”2
0.38 N V3/2

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Highway Engineering
Tyre pressure influences the

quality of surface course
None of these
both the above
total depth of pavement

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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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