Civil Engineering Survey Review, 3ed

Vertical curves are used to provide a smooth transition between grade lines of a highway or railroad. An equal-tangent parabolic curve is illustrated in Fig. 2-A. It has the property that the vertex (V) is midway between the beginning of the vertical curve (BVC) and its end (EVC) measured horizontally. Parabolic curves can be calculated by two different procedures: Tangent-offset method or Chord-gradient method.
| Tangent-offset method |
Fig. 2-A shows: the center of a parabola is midway between the vertex and the long chord. Parabolic curve has the property that offsets from a tangent to a parabola are proportional to the squares of the horizontal distances from the point of tangency (See Eq. 2-1).
| Terminology | |
|---|---|
| L | Horizontal Length of curve; in stations. |
| g 1, g 2 | Grade rates; in percentages. |
| BVC | Beginning of the Vertical Curve. |
| EVC | End of the Vertical Curve. |
| V | Vertex; point of intersection of two tangents. |
| r | Rate of change of grade; per station. |
| e | Middle ordinate |
| Xa | Horizontal distance from BVC (or EVC) to point a. |
Tangent offset
Calculate the tangent offset of Table 2-1.

| Station | Point | Tangent Elevation | Tangent Offset | Elevation of Curve |
|---|---|---|---|---|
| 11+00 | BVC | 1264 | 0.00 | 1264.00 |
| 11+50 | 1266 | 0.19 | 1265.81 | |
| 12+00 | 1268 | 0.75 | 1267.25 | |
| 12+50 | 1270 | 1.69 | 1268.31 | |
| 13+00 | V | 1272 | 3.00 | 1269.00 |
| 13+50 | 1271 | 1.69 | 1269.31 | |
| 14+00 | 1270 | 0.75 | 1269.25 | |
| 14+50 | 1269 | 0.19 | 1268.81 | |
| 15+00 | EVC | 1268 | 0.00 | 1268.00 |
From Fig. 2-A, ![]()
External distance ![]()
From Fig. 2-A,