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Highway Engineering

Highway Engineering
The maximum thickness of expansion joint in rigid pavements is

100 mm
10 mm
25 mm
50 mm

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

Westergaard method
CBR method
Benkelman beam method
group index method

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Highway Engineering
Which of the following is indicated by a warning sign ?

no parking
level crossing
end of speed limit
overtaking prohibited

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Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

0.1 %
no compensation
10%
1 %

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Highway Engineering
On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

more than the pressure on inner wheels
less than the pressure on inner wheels
equal to the pressure on inner wheels
zero

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Highway Engineering
“Dead Slow” is a

None of these
warning sign
informatory sign
regulatory sign

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