3- For a circular highway curve to the right with radius of 850 ft, I = 40°, and PC = 85+42.15 feet, tabulate the curve data, deflection angles, and incremental chords needed to lay out a circular highway curve at PC, full-station increments and PT. (Do not forget to tabulate your results).
3- For a circular highway curve to the right with radius of 850 ft, I = 40°, and PC = 85+42.15 feet, tabulate the curve data, deflection angles, and incremental chords needed to lay out a circular highway curve at PC, full-station increments and PT. (Do not forget to tabulate your results).
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
Section: Chapter Questions
Problem 14P
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![3- For a circular highway curve to the right with radius of 850 ft, I = 40°, and PC =
85+42.15 feet, tabulate the curve data, deflection angles, and incremental chords needed
to lay out a circular highway curve at PC, full-station increments and PT. (Do not forget
to tabulate your results).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5c1cc754-64b3-4c8b-8d95-a77ce12f8dce%2Fe1018e36-c4fa-4116-a3f0-3cba9c15a79d%2F3jvgh8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3- For a circular highway curve to the right with radius of 850 ft, I = 40°, and PC =
85+42.15 feet, tabulate the curve data, deflection angles, and incremental chords needed
to lay out a circular highway curve at PC, full-station increments and PT. (Do not forget
to tabulate your results).
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