Civil Engineering Survey Review, 3ed

Chapter 2: Vertical Curve

Overview

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.


Figure 2-A

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.

  1. Tangent offset

    Calculate the tangent offset of Table 2-1.

    Table 2-1: Equal-Tangent Vertical Curve

    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

  2. From Fig. 2-A,

  3. External distance

    From Fig. 2-A,

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