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