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