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Highway Engineering
Highway Engineering Multiple Choice
Quiz 1
Solution
Q.1.
The load dispersion is assumed at an angle of _____________
a) 45°
b) 60°
c) 75°
d) 90°
Q.2.
The number of factors considered for flexible pavement is ______________
a) One
b) Two
c) Three
d) Five
Q.3.
The contact pressure is given by _____________
a) Pa
b) a/P
c) P/A
d) PA
Q.4.
The distribution of circular load was obtained by _____________
a) Wester guard
b) Boussinesq
c) McAdam
d) Taylor
Q.5.
What is the last step in the design of flexible pavement?
a) Design of sub grade
b) Design of base
c) Design of mix
d) Design of the pavement thickness
Q.6.
If one or more wheels act as a single load then it is called as _____________
a) EASEL
b) EQWL
c) EQML
d) EQVL
Q.7.
The pressure in pneumatic tyres should not exceed _____________
a) 10Kg/cm2
b) 9.5Kg/cm2
c) 9Kg/cm2
d) 8Kg/cm2
Q.8.
The revised legal load of HCV in India in tonnes is _____________
a) 8.17
b) 9.17
c) 10.2
d) 11.2
Q.9.
The legal load considered in the benklemen beam method is _____________
a) 8.17
b) 9.17
c) 10.2
d) 11.2
Q.10.
The equivalent wheel load factors are calculated by using _____________
a) First power law
b) Second power law
c) Third power law
d) Fourth power law
Q.11.
What is the standard wheel load in Ewl factor?
a) 4080 kg
b) 9160 kg
c) 8170 kg
d) 5100 kg
Q.12.
The rate of growth in traffic in urban areas is assumed as _____________
a) 7.5%
b) 8.0%
c) 8.5%
d) 9.0%
Q.13.
The constant value used in the calculation of CSA is _____________
a) 365
b) VDF
c) LDF
d) N
Q.14.
The presence of moisture content causes _____________
a) Swelling
b) Shrinkage
c) Alternate swelling and shrinkage
d) Frost
Q.15.
Which frost heave is dangerous?
a) Unlike frost heave
b) Like frost heave
c) Uneven frost heave
d) Even frost heave
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