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