A +4.2 percent grade intersects a -3.1 percent grade at station 52+41.34 (i.e. the PVI station) at an elevation of 327.50 ft (i.e. the PVI elevation). The curve is 650 ft long. Calculate the centerline elevations for every 100-ft station (i.e. 51+00, 52+00, 53+00, etc.). Calculate the station and centerline elevations for the PVC, PVT, and low/high point on the curve. Sketch the curve; be sure to label the PVC, PVI, and PVT. Is this a sag or crest curve?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A +4.2 percent grade intersects a -3.1 percent grade at station 52+41.34 (i.e. the PVI
station) at an elevation of 327.50 ft (i.e. the PVI elevation). The curve is 650 ft long.
Calculate the centerline elevations for every 100-ft station (i.e. 51+00, 52+00, 53+00,
etc.). Calculate the station and centerline elevations for the PVC, PVT, and low/high
point on the curve. Sketch the curve; be sure to label the PVC, PVI, and PVT. Is this a
sag or crest curve?
Transcribed Image Text:A +4.2 percent grade intersects a -3.1 percent grade at station 52+41.34 (i.e. the PVI station) at an elevation of 327.50 ft (i.e. the PVI elevation). The curve is 650 ft long. Calculate the centerline elevations for every 100-ft station (i.e. 51+00, 52+00, 53+00, etc.). Calculate the station and centerline elevations for the PVC, PVT, and low/high point on the curve. Sketch the curve; be sure to label the PVC, PVI, and PVT. Is this a sag or crest curve?
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