Vertical Curve 4.) The same section of road is also on a vertical curve. Where L= 200 G1 = 2% and G2 = -1%. PVC elevation is 100.24. The PVI station is 5+00 Calculate the elevations of every half station (50) and full station (100) along with the HP or LP station/elevation. This chart should somewhat fall along your Horizontal curve.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Vertical Curve
4.) The same section of road is also on a vertical curve. Where L= 200 G1 = 2% and G2 =
-1%. PVC elevation is 100.24. The PVI station is 5+00
Calculate the elevations of every half station (50) and full station (100') along with the
HP or LP station/elevation. This chart should somewhat fall along your Horizontal curve.
Transcribed Image Text:Vertical Curve 4.) The same section of road is also on a vertical curve. Where L= 200 G1 = 2% and G2 = -1%. PVC elevation is 100.24. The PVI station is 5+00 Calculate the elevations of every half station (50) and full station (100') along with the HP or LP station/elevation. This chart should somewhat fall along your Horizontal curve.
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