The station of the low point on vertical curve #1 is VC 1, PVI=21+72.41, PVI Elevation= 430.00 ft, L= 800 -3.20%
The station of the low point on vertical curve #1 is VC 1, PVI=21+72.41, PVI Elevation= 430.00 ft, L= 800 -3.20%
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter15: Geometric Design Of Highway Facilities
Section: Chapter Questions
Problem 7P
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Question
![The station of the low point on vertical curve #1 is
VC 1, PVI=21+72.41, PVI Elevation= 430.00 ft, L= 80 f
-3.20%
-4.00%
+1.50%
VC 2, PVI 35+00
21+72.41
22+37.10
22+97.09
O 23+17.09](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4906a489-3920-4829-bcad-d7d7055bdaa6%2Fd5cd29c3-01bf-47f1-8b96-f87aeac1ab91%2Favhxbec_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The station of the low point on vertical curve #1 is
VC 1, PVI=21+72.41, PVI Elevation= 430.00 ft, L= 80 f
-3.20%
-4.00%
+1.50%
VC 2, PVI 35+00
21+72.41
22+37.10
22+97.09
O 23+17.09
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