Formula:
Definition: This calculator determines the length of a parabolic summit curve (vertical curve with upward gradient) when the curve length is less than the overtaking sight distance (OSD) or intermediate sight distance (ISD).
Purpose: It helps highway engineers design safe vertical curves that provide adequate stopping sight distance for drivers.
The calculator uses the formula:
Where:
Explanation: The formula calculates the minimum curve length needed to provide the required stopping sight distance considering driver eye height and grade changes.
Details: Proper summit curve design ensures driver safety by maintaining visibility over crest vertical curves, preventing accidents caused by limited sight distance.
Tips: Enter the stopping sight distance (SSD) in meters, height of eye level (default 1.2m), and deviation angle (default 0.08 for ±5% grade). All values must be > 0.
Q1: What is a typical eye height (H) value?
A: The standard value is 1.2 meters, representing the average eye height of a truck driver.
Q2: How is deviation angle (N) determined?
A: It's the algebraic difference between the incoming and outgoing grades (e.g., +3% to -2% would be N = 0.05).
Q3: When is this formula applicable?
A: When the calculated curve length is less than the overtaking sight distance (OSD) or intermediate sight distance (ISD).
Q4: What if my curve length is greater than OSD or ISD?
A: A different formula should be used that accounts for the longer distance requirements.
Q5: Why is stopping sight distance important?
A: It's the distance needed for a driver to see an obstacle and safely stop before reaching it.