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