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