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Highway Engineering

Highway Engineering
Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

1.0
2.0
0.5
10

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Highway Engineering
The thickness of bituminous carpet varies from

100 to 120 mm
20 to 25 mm
50 to 75 mm
75 to 100 mm

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Highway Engineering
Creep is the

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

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

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

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Highway Engineering
Flexible pavement distribute the wheel load

None of these
through a set of layers to the subgrade
through structural action
directly to subgrade

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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

5
7
3
0

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