Test your basic knowledge |

Transportation Engineering

Subject : engineering
Instructions:
  • Answer 34 questions in 15 minutes.
  • If you are not ready to take this test, you can study here.
  • Match each statement with the correct term.
  • Don't refresh. All questions and answers are randomly picked and ordered every time you load a test.

This is a study tool. The 3 wrong answers for each question are randomly chosen from answers to other questions. So, you might find at times the answers obvious, but you will see it re-enforces your understanding as you take the test each time.
1. Two curves with different radii connected back to back in the same direction






2. Provide lateral guidance and support vehicles






3. Vertical point of curvature; PVC = PVI - g1^2(L)/2






4. Climate conditions - terrain - type of area (rural or urban); and frequency of slow moving vehicles






5. Roadways: AASHTO Green Book & TxDOT Roadway Design Manual Rail: American Railway Eng. Ass.






6. Distance required to permit control of the vehicle to avoid collisions






7. Rate per hundred million vehicle miles of travel






8. Must be able to see far enough to stop before the intersection






9. Interstate - Principal Arterial - Minor Arterial - Major & Minor Collector - Local






10. Speed without any impacts of delay (TMS)






11. Term used to describe the way in which highway designers try to fit the highway to the terrain while maintaining design standards fro safety and performance






12. Interstate + Freeway/Expressway - Principal Arterial - Minor Arterial - Collector - Local






13. Vertical point of tangency; PVT = PVI + g2^2(L)/2






14. Uses circular curves for constant radius; curves require superelevation; the length is measured along the curve between its beginning and ending point






15. Average speed of drivers (SMS)






16. 11.2 fps^2






17. The distance required to react and brake -- does not impact geometric design until it is applied to the characteristics of design such as vertical curve length






18. Uses parabolic curve for variable radius; length is determined by the rate of change; length along the curve is the projected horizontal distance






19. Rate per million entering vehicles






20. Flexible: asphalt concrete; rigid: portland cement concrete






21. Curves - curves with spirals - broken back - compound curves - reverse curves






22. 2.5






23. Superelevation - side friction - radius






24. Mobility & Access






25. Asphalt: alligator - longitudinal - reflection - pothole - rutting - pumping --- Concrete: corner breaks - durability cracks - longitudinal crack - joint seal failure - scaling/spalling - blowup






26. Sight distance - horizontal alignment - vertical alignment - combo of vert. and horiz. alignment - minimum cross slope - edge radii - ISD - freeway ramp junctions - horiz. and vert. clearances






27. Principal Arterial (freeway is the highest class) - Minor Arterial - Collector - Local Roads and Streets






28. Must be able to see far enough to be able to cross the road from a stop






29. Design for function NOT volume; (Ex. Roads designed only on volume: Briarcrest Drive and Rock Prairie Rd)






30. Selected speed used to determine the various geometric design features of the roadway (controls your horizontal adn vertical curves)






31. Multiple curves connected directly together go from large radii to smaller radii (similar to spiral curves)






32. Grades - length






33. Interchanges or intersections with unexpected or unusal maneuvers; changes in cross sectionl areas of concentrated demand






34. Infrastructure - vehicles - operators