2. A horizontal curve on a two-lane highway (10ft lanes) is designed for 50mi/h with a 6% superelevation. The central angle of the curve is 35 degrees and the PI is at station 482+72. What is the station of the PT and how many feet have to be cleared from the lane's shoulder edge to provide adequate stopping sight distance?

Advanced Engineering Mathematics
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ISBN:9780470458365
Author:Erwin Kreyszig
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2. A horizontal curve on a two-lane highway (10ft lanes) is designed for 50mi/h with a 6%
superelevation. The central angle of the curve is 35 degrees and the PI is at station 482+72.
What is the station of the PT and how many feet have to be cleared from the lane's shoulder
edge to provide adequate stopping sight distance?
Transcribed Image Text:2. A horizontal curve on a two-lane highway (10ft lanes) is designed for 50mi/h with a 6% superelevation. The central angle of the curve is 35 degrees and the PI is at station 482+72. What is the station of the PT and how many feet have to be cleared from the lane's shoulder edge to provide adequate stopping sight distance?
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