Vertical curves
Where two gradients meet, a vertical curve smooths the change so that vehicles ride comfortably and drivers can see far enough ahead. A summit (crest) curve joins a rising gradient to a falling one, or a steeper rise to a flatter one; its main constraint is sight distance, because the crest hides the road beyond. A valley (sag) curve joins a falling gradient to a rising one; its constraints are comfort, from the vertical acceleration as the vehicle is pushed into its springs, and headlight sight distance at night.
Vertical curves are parabolic, because a parabola has a constant rate of change of grade, which gives uniform comfort and makes calculations simple. The algebraic difference of grades, N, together with the curve length, defines the curve. For summit curves, the length must provide stopping sight distance (and overtaking sight distance on undivided roads where overtaking is permitted), using standard driver eye height and object height. For valley curves, headlight sight distance usually governs, with a check for comfort.
Elevations along the curve follow from the tangent levels minus the offset y = N x² / (2L). The highest or lowest point lies where the gradient is zero, important for placing drains on sag curves, which must not be at a low point without an outlet. Combining horizontal and vertical curves needs care: a sharp bend hidden just beyond a crest is dangerous.
Offset from tangent: y = N x² / (2L), N = |g₁ − g₂|Summit, SSD (L > S): L = N S² / 4.4 (eye 1.2 m, object 0.15 m)Valley, headlight (L > S): L = N S² / (1.5 + 0.035 S)High/low point from start: x = g₁ L / N
Problem. A +3 percent grade meets a −2 percent grade. Stopping sight distance is 120 m. Find the summit curve length assuming L > S, and check.
- N = 0.03 − (−0.02) = 0.05.
- L = 0.05 × 120² / 4.4 = 720 / 4.4 = 163.6 m.
- L > S (163.6 > 120), so the assumption holds. Adopt 170 m.
- High point at x = 0.03 × 170 / 0.05 = 102 m from the start of the curve.
Answer. About 164 m (adopt 170 m); high point about 102 m from the start
Quick quiz
1What governs summit curve length?
Sight distance.
2What usually governs valley curve length?
Headlight sight distance (and comfort).
3Why are vertical curves parabolic?
Constant rate of change of grade gives uniform comfort and simple calculation.
- IRC:73 (India): Geometric design standards for rural (non-urban) highways.
Clauses and documents to read
- IRC:SP:23-1993 (vertical curves for highways)
- IRC:66-1976 (sight distance on rural highways)
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- S. K. Khanna, C. E. G. Justo, A. Veeraragavan, Highway Engineering, Nem Chand and Bros, latest edition.
- F. L. Mannering, S. S. Washburn, Principles of Highway Engineering and Traffic Analysis, Wiley, latest edition.
Free and official sources
Found an error? Write to indiacongroupofengineers [at] gmail [dot] com. For corrections and feedback. We never ask for payment or personal details.