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