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