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