A Sag Vertical Curve is to be designed to join a -3% grade and a +1.5% grade. If the design speed is 65kmph. Using the AASHTO 2011 Standard, determine the following: a. Stopping Sight Distance Uphill? b. Stopping Sight Distance downhill? c. Based on the stopping sight distance (whichever is greater of A and B), compute the minimum length of curve? d.What is the minimum length of curve for driver 's comport criterion? e. What is the minimum length of curve for general appearance criterion? f. What would be the designed Minimum Length of Curve?
A Sag Vertical Curve is to be designed to join a -3% grade and a +1.5% grade. If the design speed is 65kmph. Using the AASHTO 2011 Standard, determine the following: a. Stopping Sight Distance Uphill? b. Stopping Sight Distance downhill? c. Based on the stopping sight distance (whichever is greater of A and B), compute the minimum length of curve? d.What is the minimum length of curve for driver 's comport criterion? e. What is the minimum length of curve for general appearance criterion? f. What would be the designed Minimum Length of Curve?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A Sag Vertical Curve is to be designed to join a -3% grade and a +1.5% grade. If the design speed is 65kmph. Using the AASHTO 2011 Standard, determine the following: a. Stopping Sight Distance Uphill? b. Stopping Sight Distance downhill? c. Based on the stopping sight distance (whichever is greater of A and B), compute the minimum length of curve? d.What is the minimum length of curve for driver 's comport criterion? e. What is the minimum length of curve for general appearance criterion? f. What would be the designed Minimum Length of Curve?
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