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Transportation Engineering on Road design 3

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Transportation Engineering on Road design 3

Institution
TRANSPORTATION
Course
TRANSPORTATION

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1. What is the primary concern when designing a road for mountainous terrain?

A. Minimizing drainage

B. Reducing road length

C. Ensuring sufficient side slopes for stability

D. Improving road visibility

Answer: C) Ensuring sufficient side slopes for stability

Rationale: In mountainous terrain, the stability of the road and slopes is crucial to

prevent landslides or road erosion, so proper side slope design is key.




2. What is the typical maximum side friction for design purposes in a curve?

A. 0.15

B. 0.20

C. 0.25

D. 0.30

Answer: B) 0.20

Rationale: The maximum side friction typically used for design purposes in a curve is

0.20, representing the maximum frictional force before skidding.




3. What is the main purpose of vertical alignment in road design?

A. To control the curvature of the road

,B. To ensure the road follows a natural topography

C. To provide adequate sight distance

D. To facilitate drainage

Answer: C) To provide adequate sight distance

Rationale: Vertical alignment helps maintain proper sight distance, ensuring drivers can

see upcoming obstacles or road conditions.




4. Which of the following conditions affects the design of a crest vertical curve?

A. Sight distance and stopping distance

B. Road grade and vehicle speed

C. Superelevation and turning radius

D. All of the above

Answer: D) All of the above

Rationale: A crest vertical curve is influenced by sight distance, stopping distance, road

grade, and vehicle speed, as these factors affect visibility and vehicle performance on

the curve.




5. What is the impact of the design speed on the length of vertical curves?

A. Higher design speeds require shorter curves

B. Higher design speeds require longer curves

C. Design speed does not affect vertical curve length

D. Vertical curves are always the same length regardless of speed

, Answer: B) Higher design speeds require longer curves

Rationale: Higher design speeds increase the need for longer vertical curves to provide

adequate sight distance and smooth transitions.




6. What is the minimum shoulder width required on a rural road with high traffic

volume?

A. 1.5 m

B. 2.0 m

C. 2.5 m

D. 3.0 m

Answer: B) 2.0 m

Rationale: Rural roads with high traffic volume generally require a minimum shoulder

width of 2 meters to accommodate emergency parking and provide space for vehicle

recovery.




7. What is the maximum gradient for a primary highway?

A. 2%

B. 4%

C. 6%

D. 8%

Answer: B) 4%

Rationale: Primary highways should not exceed a gradient of 4% to ensure safe travel

and maintain speed, particularly for trucks and heavy vehicles.

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Institution
TRANSPORTATION
Course
TRANSPORTATION

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Uploaded on
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Written in
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