JNTU
JNTU B.Tech III TRANSPORTATION ENGINEERING Previous Question Paper (February - 2022 - R18)
Answer any five questions. All questions carry equal marks.
Main
Briefly explain the importance of roads in India and characteristics of road transport.
Answer
Road transport is the backbone of the Indian economy, serving as the primary mode for short to medium-distance travel and the only means of connectivity for remote, rural, and hilly regions. Its importance lies in providing door-to-door service, facilitating the movement of agricultural produce to markets, supporting industrial growth, and acting as a feeder system for railways, ports, and airports. It is essential for national integration, defense logistics, and social development.
The characteristics of road transport include:
- Flexibility: Routes and schedules can be adjusted easily to meet specific requirements.
- Accessibility: It provides connectivity to the most remote corners where other modes cannot reach.
- Door-to-door service: It eliminates the need for intermediate loading and unloading, reducing transit time and handling costs.
- Reliability and Speed: It is highly reliable for short distances and offers faster transit for perishable goods.
- Capital Investment: Requires lower initial investment compared to railways or airways.
Explain obligatory points. With sketches, discuss how these control the alignment.
Answer
Obligatory points are specific locations that the road alignment must pass through or avoid to ensure economic, social, or technical feasibility. These points act as constraints that dictate the path of the highway.
Types of obligatory points include:
- Points through which the road must pass: These include bridges across rivers, mountain passes, or intermediate towns/industrial centers that require connectivity. The alignment is forced to pass through these points to serve the intended purpose.
- Points to be avoided: These include unsuitable terrain such as marshy lands, unstable soil, religious sites, historical monuments, or expensive properties. The alignment must be diverted to bypass these areas to minimize construction costs and environmental impact.
The alignment is controlled by these points by creating a series of control lines. For example, if a road must cross a river, the alignment is fixed at the bridge site, and the road is then designed to approach this point at an angle that satisfies geometric design standards. Similarly, to avoid a hill, the alignment is shifted to follow the contours, ensuring the gradient remains within permissible limits.
What are the objects of highway geometric design? List the various geometric elements to be considered in highway design.
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Derive an expression for finding the stopping sight distance at level and at grades.
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What are the advantages and disadvantages of traffic signals?
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Explain traffic capacity, basic capacity, possible capacity and practical capacity.
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Explain briefly the test procedure of Los Angeles abrasion on stone aggregate.
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Discuss the test procedure of ductility property on bitumen.
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The following data was surveyed on a two lane single carriage way, initial traffic in both directions = 5000 CV/day, estimated time for completion of construction = 2 years, traffic growth rate = 7 %, vehicle damage factor = 4.0. Determine the cumulative number of standard axles to be carried during 10 years and 15 years of the design life.
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Briefly outline the IRC recommendation for determining the thickness of cement concrete pavement.
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Explain how the detailed project report preparation is done for any highway.
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State factors on which the overtaking sight distance depends. Explain briefly.
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Calculate the SSD for a design speed of 65 kmph. Assume suitable data. What are sight distance requirements at a gradient of 1 in 40?
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Explain briefly the various aspects investigated during parking studies.
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Write a short note on polymer modified bitumen binders.
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Calculate the stresses at interior, edge and corner regions of a concrete pavement using Westergaard’s equation for the following data: Wheel load = 4100 kg, modulus of elasticity of concrete = 3.3 × 105 kg/cm2, pavement thickness = 30 cm, modulus of subgrade reaction = 8 kg/cm3, diameter of loaded area = 25 cm, Poisson’s ratio of concrete = 0.15. Assume data if any required.
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