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
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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
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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