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Test your basic knowledge |
Transportation Engineering
Start Test
Study First
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. Interstate + Freeway/Expressway - Principal Arterial - Minor Arterial - Collector - Local
Rural Functional Classes
Urban Functional Classes
Design Speed
Intersection Sight Distance
2. 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
VPC
RHMVH
Stopping Sight Distance
Function of Roads
3. Design for function NOT volume; (Ex. Roads designed only on volume: Briarcrest Drive and Rock Prairie Rd)
horizontal alignment
Running Speed
compound curves
Basis for Design
4. Average speed of drivers (SMS)
Operating Speed
Horizontal Curves
Types of pavement surfaces
Superelevation is controlled by 4 factors
5. Rate per million entering vehicles
broken back
RMEV
Approach sight triangle
Running Speed
6. Uses parabolic curve for variable radius; length is determined by the rate of change; length along the curve is the projected horizontal distance
Types of Pavement Failures
Design Speed
Functional Classes
Vertical Curves
7. Speed without any impacts of delay (TMS)
When to apply DSD
Running Speed
Intersection Sight Distance
Rural Functional Classes
8. Must be able to see far enough to be able to cross the road from a stop
Function of Roads
Basis for Design
Departure sight triangle
Operating Speed
9. Distance required to permit control of the vehicle to avoid collisions
Stopping Sight Distance
Running Speed
Standard PRT for SSD
Intersection Sight Distance
10. Vertical point of curvature; PVC = PVI - g1^2(L)/2
RMEV
VPC
Functional Classes
When to apply DSD
11. Interchanges or intersections with unexpected or unusal maneuvers; changes in cross sectionl areas of concentrated demand
When to apply DSD
Types of Horizontal Curves
Horizontal Curves
veritcal alignment
12. Climate conditions - terrain - type of area (rural or urban); and frequency of slow moving vehicles
Factors that affect design
Running Speed
Horizontal Curves
Superelevation is controlled by 4 factors
13. Rate per hundred million vehicle miles of travel
RHMVH
Standard deceleration rate for SSD braking
function of pavements
Functional Classes
14. Flexible: asphalt concrete; rigid: portland cement concrete
Design Standard References: Roadways & Rail
Elements of Design
Functional Classes
Types of pavement surfaces
15. Provide lateral guidance and support vehicles
Standard PRT for SSD
function of pavements
broken back
Running Speed
16. Roadways: AASHTO Green Book & TxDOT Roadway Design Manual Rail: American Railway Eng. Ass.
Design Speed
Design Standard References: Roadways & Rail
Standard deceleration rate for SSD braking
Basis for Design
17. Principal Arterial (freeway is the highest class) - Minor Arterial - Collector - Local Roads and Streets
Urban Functional Classes
horizontal alignment
RMEV
Functional Classes
18. 11.2 fps^2
Stopping Sight Distance
compound curves
Running Speed
Standard deceleration rate for SSD braking
19. Superelevation - side friction - radius
horizontal alignment
compound curves
Design Speed
Types of Pavement Failures
20. 2.5
horizontal alignment
Standard PRT for SSD
Rural Functional Classes
Elements of Design
21. Multiple curves connected directly together go from large radii to smaller radii (similar to spiral curves)
compound curves
Geometric Design
Operating Speed
RHMVH
22. 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
Approach sight triangle
Geometric Design
Rural Functional Classes
horizontal alignment
23. Uses circular curves for constant radius; curves require superelevation; the length is measured along the curve between its beginning and ending point
Horizontal Curves
Types of pavement surfaces
Vertical Curves
Operating Speed
24. Infrastructure - vehicles - operators
VPT
Design Standard References: Roadways & Rail
Factors that affect design
RMEV
25. 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
Elements of Design
RHMVH
Superelevation is controlled by 4 factors
broken back
26. Two curves with different radii connected back to back in the same direction
Standard PRT for SSD
Function of Roads
broken back
Stopping Sight Distance
27. Must be able to see far enough to stop before the intersection
VPT
Standard PRT for SSD
Types of pavement surfaces
Approach sight triangle
28. Asphalt: alligator - longitudinal - reflection - pothole - rutting - pumping --- Concrete: corner breaks - durability cracks - longitudinal crack - joint seal failure - scaling/spalling - blowup
Geometric Design
VPC
VPT
Types of Pavement Failures
29. Mobility & Access
Function of Roads
Approach sight triangle
Departure sight triangle
Standard deceleration rate for SSD braking
30. Selected speed used to determine the various geometric design features of the roadway (controls your horizontal adn vertical curves)
Design Speed
Types of pavement surfaces
Stopping Sight Distance
Rural Functional Classes
31. Grades - length
Vertical Curves
Rural Functional Classes
Basis for Design
veritcal alignment
32. Interstate - Principal Arterial - Minor Arterial - Major & Minor Collector - Local
Running Speed
Elements of Design
Intersection Sight Distance
Rural Functional Classes
33. Vertical point of tangency; PVT = PVI + g2^2(L)/2
VPT
horizontal alignment
RHMVH
Departure sight triangle
34. Curves - curves with spirals - broken back - compound curves - reverse curves
Types of Horizontal Curves
broken back
Operating Speed
Standard PRT for SSD