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