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