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Introduction to Transportation Engineering

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Preview this course
Self-paced Advanced

Introduction to Transportation Engineering

3(115)
2 enrolled
144 views
FREE
2357 min
Anytime
English
144 views
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Why enroll

This course is ideal for civil engineering students and early professionals who want to build a strong foundation in transportation engineering. It helps learners understand real-world traffic problems, road design concepts, and transport planning basics

Is this course for you?

You should take this if

  • You work in Rail & Transport or Automotive
  • You're a Civil & Structural professional
  • You have 3+ years of hands-on experience in this field
  • You prefer self-paced learning you can revisit

You should skip if

  • You're new to this field with no prior experience
  • You need a different specialisation outside Civil & Structural
  • You need live interaction with an instructor

Course details

The NPTEL HRD Introduction to Transportation Engineering course offers a comprehensive overview of transportation systems, focusing on planning, design, and operation of roads and traffic facilities. Taught by IIT faculty, the course builds fundamental knowledge essential for understanding how safe, efficient, and sustainable transport infrastructure is developed.

Course suitable for

Key topics covered

  1. Transportation systems and modes

  2. Highway planning and alignment

  3. Traffic engineering fundamentals

  4. Road user characteristics

  5. Traffic flow theory

  6. Intersection design and control

  7. Parking studies and management

  8. Road safety and accident analysis

Course content

The course is readily available, allowing learners to start and complete it at their own pace.

41 lectures39 hr 17 min
  1. Transportation Engineering
    58 min
  2. Elements of Concern and Components
    58 min
  3. Traffic Stream Characteristics
    59 min
  4. Traffic Studies : Part - I
    57 min
  5. Traffic Studies : Part - II
    57 min
  6. Highway Capacity and Level of Service
    56 min
  7. Intersection Control and Signalization
    57 min
  8. Functional Classification, Design Elements
    56 min
  9. Cross Section Elements
    55 min
  10. Stopping Sight Distance And Decision Sight
    58 min
  11. Overtaking, Intermediate and Headlight Sight
    53 min
  12. Intersection Sight Distance - I
    60 min
  13. Intersection Sight Distance - II
    56 min
  14. Horizontal Alignment - I
    57 min
  15. Horizontal Alignment - II
    58 min
  16. Horizontal Alignment - III
    55 min
  17. Horizontal Alignment - IV
    59 min
  18. Horizontal Alignment Part - V
    59 min
  19. Horizontal Alignment Part - VI
    57 min
  20. Vertical Alignment Part - I
    58 min
  21. Vertical Alignment Part - II
    59 min
  22. Vertical Alignment Part - III
    58 min
  23. Highway Alignment
    57 min
  24. Principles of Pavement Design
    59 min
  25. Traffic Loading - I
    58 min
  26. Traffic Loading - II
    58 min
  27. Pavement Materials - I
    57 min
  28. Pavement Materials - II
    57 min
  29. Pavement Materials - III
    55 min
  30. Pavement Materials - IV
    57 min
  31. Pavement Materials - V
    57 min
  32. Design of Bituminous Mixes - I
    59 min
  33. Design of Bituminous Mixes - II
    57 min
  34. Analysis of Flexible Pavements
    57 min
  35. Analysis of Concrete Pavements
    59 min
  36. Flexible Pavement Design Indian Roads Congress
    58 min
  37. Flexible Pavement Design AASHTO Method - 1993
    58 min
  38. Concrete Pavement Design Indian Congress Method
    59 min
  39. Concrete Pavement Design PCA and AASHTO Methods
    59 min
  40. Pavement Evaluation and Rehabilitation
    58 min
  41. Overlay Design - IRC Method
    58 min

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Questions and Answers

A: 10 seconds at 80 km/h is ~22 m/s, so you travel ~220 m before full braking even starts. From 22 m/s to zero at 0.5 m/s² takes ~44 s and another ~480 m. You're already near 700 m before allowing for any gradient or brake build‑up losses, so answers below that drop a term, while the multi‑kilometre answer assumes an order‑of‑magnitude weaker decel than typical freight air brakes.

A: A minimum axle shunt threshold is the hard boundary here. Track circuits and the downstream barrier logic only react to shunted occupancy; if the vehicle doesn't shunt, the system behaves as if the track is clear. Barriers still address road user behaviour when activated, and signals protect train‑to‑train separation, but the unshunted presence itself stays invisible.

A: Axle load magnitude, not ESAL count, drives distress here. Rigid pavement spreads load with slab action, and slow speeds remove the viscoelastic benefit asphalt normally enjoys. Flexible options look tempting due to volume, but they accumulate rutting and shoving under static and turning loads long before fatigue governs.

A: The boundary is between cold checks and powered tests. Verifying point‑to‑point continuity before energization catches cross‑wires and mis‑terminations that functional tests can mask. Only after that do powered I/O checks and simulated inputs make sense; jumping ahead exposes you to unsafe false clears.