the AASHTO method (“K” factors) (1/8 pts.) The station of the PVC/BVC (1/8 pts.) The station of the PVT/EVC (1/8 pts.) The station of the high point (1/8 pts.) The elevation of the PVC/BVC (1/8 pts.) The elevation of the PVT/EVC (1/8 pts.) The elevation of the high point (1/8 pts.) The elevation of station 44+ 23.23 (1/8 pts.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A crest vertical curve connects a +4.44 % grade and a -6.87 % grade.  The PVI is located at station 43 + 50.00 at an elevation of 1,240.00 feet. The design speed is 30 mph.

Determine the following:

  1. The length of the vertical curve using the AASHTO method (“K” factors) (1/8 pts.)
  2. The station of the PVC/BVC (1/8 pts.)
  3. The station of the PVT/EVC (1/8 pts.)
  4. The station of the high point (1/8 pts.)
  5. The elevation of the PVC/BVC (1/8 pts.)
  6. The elevation of the PVT/EVC (1/8 pts.)
  7. The elevation of the high point (1/8 pts.)
  8. The elevation of station 44+ 23.23 (1/8 pts.)
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