The length of curve is: Question 12 options: 900 ft 400 ft 1000 ft none of the above Question 13 Listen The grade, G1, from the beginning of curve to the point of intersection is: Question 13 options: 2.5% 3% -3% none of the above Question 14 The elevation of the lowest point on curve is: Question 14 options: 908.57' 894.86' 905.14' none of the above Question 15 Listen The minimum length of this curve needed to satisfy AASHTO requirement for a design speed of 55 mph is: Question 15 options: 805' 952 632.5' none of the above
The length of curve is: Question 12 options: 900 ft 400 ft 1000 ft none of the above Question 13 Listen The grade, G1, from the beginning of curve to the point of intersection is: Question 13 options: 2.5% 3% -3% none of the above Question 14 The elevation of the lowest point on curve is: Question 14 options: 908.57' 894.86' 905.14' none of the above Question 15 Listen The minimum length of this curve needed to satisfy AASHTO requirement for a design speed of 55 mph is: Question 15 options: 805' 952 632.5' none of the above
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Listen
The length of curve is:
|
900 ft |
|
400 ft |
|
1000 ft |
|
none of the above |
Question 13
Listen
The grade, G1, from the beginning of curve to the point of intersection is:
|
2.5% |
|
3% |
|
-3% |
|
none of the above |
Question 14
The elevation of the lowest point on curve is:
|
908.57' |
|
894.86' |
|
905.14' |
|
none of the above |
Question 15
Listen
The minimum length of this curve needed to satisfy AASHTO requirement for a design speed of 55 mph is:
|
805' |
|
952 |
|
632.5' |
|
none of the above |
![Given the following vertical curve:
Sta BVC
El. 915.00'
G1
Sta 12+25.7
El. 900.00'
4%
Sta 17+25.7
EL 920.00'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F16d66a52-7921-4844-ab78-41b8579574e4%2Fb427136c-4f4c-4942-b84b-e6dd3a87fd2b%2Fga9kb7_processed.png&w=3840&q=75)
Transcribed Image Text:Given the following vertical curve:
Sta BVC
El. 915.00'
G1
Sta 12+25.7
El. 900.00'
4%
Sta 17+25.7
EL 920.00'
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