ical curve is going to be designed to join a 0% grade with a +5% grade at a section of a highway. The station and elevation of the PVC point are 5+00 and 12 ft, respectively. Assuming AASHTO design standard values for perception-reaction time, deceleration rate for braking, and driver’s eye and object heights, determine the following: 1. The min length of the curve if the design speed is 65 mi/h. 2. The station and elevation of the PVT. 3. The station and elevation of the high or low point. 4. The elevation of the point at station 6+50.
ical curve is going to be designed to join a 0% grade with a +5% grade at a section of a highway. The station and elevation of the PVC point are 5+00 and 12 ft, respectively. Assuming AASHTO design standard values for perception-reaction time, deceleration rate for braking, and driver’s eye and object heights, determine the following: 1. The min length of the curve if the design speed is 65 mi/h. 2. The station and elevation of the PVT. 3. The station and elevation of the high or low point. 4. The elevation of the point at station 6+50.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A vertical curve is going to be designed to join a 0% grade with a +5% grade at a section of a
highway. The station and elevation of the PVC point are 5+00 and 12 ft, respectively. Assuming
AASHTO design standard values for perception-reaction time, deceleration rate for braking, and
driver’s eye and object heights, determine the following:
1. The min length of the curve if the design speed is 65 mi/h.
2. The station and elevation of the PVT.
3. The station and elevation of the high or low point.
4. The elevation of the point at station 6+50.
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