By Zencalcy Editorial TeamLast reviewed About us
Road profiles join grades with a parabola so the transition is smooth. The K value — curve length divided by the algebraic grade change — sets the shape, and the high or low point sits where the grade crosses zero.
Elevations and high/low point on a vertical curve.
K = L ÷ |A| turning point = L × |g₁| ÷ |A| elevation = E₀ + g₁x + (A ÷ 2L) x²
A is the algebraic difference between exiting and entering grades, keeping signs. Stations and elevations are in the same units as the grades are applied. K in feet per percent is the value used in design tables for stopping sight distance.
| Symbol | Meaning |
|---|---|
| g₁, g₂ | Entering and exiting grades, percent. |
| L | Curve length. |
| K | Rate of vertical curvature. |
A is −5, so K = 100 and the high point is 300 ft into the curve at elevation 104.50.
Continue with the Angle Cut Calculator, Angle of Depression Calculator, Bolt Circle Calculator, or the Bowl Segment Calculator — or browse more layout & geometry and all construction calculators.
Length of curve per percent of grade change. It is the design parameter for sight distance: a larger K gives a gentler curve.
Results use standard construction estimating arithmetic: volumes from measured area and depth, unit weights from published material densities, and code-referenced spans or clearances where the page names a code. Quantities are rounded up to whole saleable units and include the stated waste allowance. These tools are planning aids, not structural design, and do not replace a licensed engineer, a local code check, or a contractor's site measurement.
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Last reviewed: September 2026. See how we build and check every tool on the about page.
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Content updated: September 2026