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Highway Engineering - Section 1 (3)

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Highway Engineering - Section 1

in this section, we provide many important questions in the form of
MCQs which are based on highway engineering. If you are interested, then you can give this test.

17. 

If R is the radius of a main curve and L is the length of the transition curve, the shift of the curve, is

A. L/24 R
B. L2/24 R
C. L3/24 R
D. L4/24 R
E. L/12 R

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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18. 

Increase in traffic volume, due to increase in transport vehicles, is known as

A. development traffic
B. normal traffic growth
C. generated traffic growth
D. current traffic
E. none of these.

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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19. 

The basic formula for determination of pavement thickness was first suggested by

A. Spanglar
B. Picket
C. Kelly
D. Goldbeck

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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20. 

The maximum safe speed on roads, depends on the

A. type of the highway
B. type of road surface
C. type of curves
D. sight distance
E. all the above.

Answer: Option E

Explanation:

No answer description available for this question. Let us discuss.

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21. 

The type of transition curves generally provided on hill roads, is

A. circular
B. cubic parabola
C. Lemniscate
D. spiral.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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22. 

Maximum super-elevation on hill roads should not exceed

A. 5%
B. 7%
C. 8%
D. 10%
E. 15%

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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23. 

The efficiency of the brakes of a vehicle depends upon

A. condition of road surface
B. condition of the tyres
C. presence of the show moisture
D. all the above.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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24. 

Design of flexible pavements is based on

A. mathematical analysis
B. empirical formulae
C. a compromise of pure theory and pure empirical formula
D. none of these.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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