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