Inspect
Review the problem, diagram, and evidence.
The design speed was correct, but superelevation was omitted. Including both superelevation and side friction reduced the required curve radius to about 833 ft.
Inspect, commit, prove, fix, and sign off.
Follow the investigation process used in the field β in five guided steps.
Review the problem, diagram, and evidence.
Choose your hypothesis.
Run calculations and test your idea.
Select and validate a safe correction.
See the full debrief and key takeaways.
A roadway horizontal curve is designed for V=50 mph with superelevation e=0.06 and side-friction factor f=0.14. Using R=VΒ²/[15(e+f)] with R in feet, determine the minimum curve radius. A note omits superelevation and reports about 1,190 ft.
Find the root cause, confirm the fix, and see how this connects to the exam.
Superelevation was omitted.
Roadway banking contributes to lateral-force balance.
Use R=VΒ²/[15(e+f)] for the stated USCS relation.
R=50Β²/[15(0.06+0.14)]=833.3 ft. Omitting e would give about 1,190.5 ft.
Use both superelevation and side friction in the stated USCS relation R=VΒ²/[15(e+f)].
Superelevation e and side-friction factor f.
Each case is designed to build the judgment, analysis, and confidence you need for engineering exams β and beyond.
Basic subject familiarity helps, but every case is designed to teach through the investigation itself.
Most cases are designed for a focused 5β10 minute investigation.
Each case is mapped to a verified exam, subject, topic, and misconception before publication.
The sealed debrief unlocks with the root cause, corrected reasoning, fix, and takeaway.