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Phase VII · FE Civil Academy

Transportation Engineering

Design and operate roadways for capacity, safety and comfort.

Handbook: Transportation Engineering
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Practical scenario

A rural two-lane highway needs a horizontal curve and a crest vertical curve that both satisfy stopping sight distance at 55 mph.

Why this matters

Geometric design, sight distance and traffic operations make transportation a consistently large exam block.

Concept explanation

  • Stopping sight distance combines driver reaction distance and braking distance including grade.
  • Horizontal curve design balances superelevation and side friction against the required radius.
  • Vertical curve length is controlled by sight distance and the algebraic grade difference.
  • Traffic flow relates volume, speed and density; capacity analysis assigns level of service.
Visualization: Transportation Engineering schematic: label every known quantity, the unknown, and the sign convention before computing.

Unit guidance

  • Write units on every substituted value.
  • Cancel units symbolically before evaluating numbers.
  • Confirm the result unit matches the quantity you were asked for.

Handbook navigation

  • Open the Transportation Engineering section of the handbook.
  • Search the term "geometric design of roadways" rather than scrolling.
  • Note the equation number so you can return to it quickly.

Calculator guidance

  • Confirm angle mode before any trig entry.
  • Store intermediate values in memory instead of re-keying rounded numbers.
  • Round only at the final answer.

FE strategy

  • Check the S versus L assumption after computing, and revise if it fails.
  • Downgrades increase stopping distance — the sign matters.

Conceptual example

A conceptual transportation engineering item will ask which quantity increases, decreases, or stays the same when one input changes. Reason from the governing relationship, not from memory of a numeric answer.

Common mistakes

  • Using V in ft/s inside formulas written for mph.
  • Applying the S > L vertical curve formula when S < L.
  • Ignoring the grade term in braking distance.

Guided practice

  • Work the first worked example with the solution visible.
  • Re-solve it closed-book and compare every step.
  • Explain the unit cancellation out loud.

Independent practice

  • Complete a 10-question Transportation Engineering quiz in practice mode.
  • Classify every miss by error category.
  • Re-test the missed subtopic within 48 hours.

Summary

  • SSD = reaction + braking, grade included.
  • R = V²/(15(e+f)).
  • Verify the S vs L assumption on vertical curves.

Capstone application: Roadway geometry, traffic and pavement design modules.

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