Curve Definitions for Land Surveyors – Learn CST (2024)

curve, characteristic—A curve showing the relationship between exposure and resulting density in a photograph, usually plotted as the density (I)) against the logarithm of the exposure (log E) in candle-meter-seconds.

curve, circular—A curve of constant radius. All points on the curve are equal distance from the center of circle.

curve, compound—Name for two circular curves of different radius which are tangent at one point with both curves lying on the same side of the common tangent.

curve, crest—A vertical curve whose grade undergoes a negative change, i.e., it curves in a downward direction.

curve, curve spiral point—The point of tangency common to a circular curve and a spiral where the circular curve ends and the spiral begins. Also called C.S.

curve, degree of- The degree of curve (D) defines the radius of a highway or railroad circular curve. There are two definitions: 1 In railroad and early highway design, the angle subtended at the center of a circle by a chord of 100 feet. 2 The angle subtended at the center of a circle by an arc of 100 feet; used in present day engineering of highway design.

curve, easem*nt—See curve, spiral.

curve, horizontal—A curve connecting two tangents in a horizontal plane.

curve, length of—The distance from the point of curvature to the point of tangency. This distance can be measured along the curve for the arc definition, or by 100-foot chords for the chord definition.

curve, loxodromic—See line, rhumb.

curve, point of compound curvature (P.C.C)—The point where a circular curve of one radius is tangent to a circular curve of a different radius, both curves lying on the same side of their common tangent.

curve, point of curvature—The point where straight alinement ends and circular alinement begins. Also called the point of curvature (P.C.). See also chord, long.

curve, point of intersection—The point where the two tangents of a circular curve meet; point of intersection (P I.).

curve, point of reverse curvature—The point of tangency common to two circular curves, the curves lying on the opposite side of the common tangent; point of reverse curvature.

curve, point of tangency—The point where circular alinement ends and straight alinement begins; point of tangency (P.T.). See also chord, long.

curve, reverse—Name for two circular curves having a common tangent, the curves lying on opposite sides of the common tangent.

curve, sag—A vertical curve whose grade undergoes a positive change, i.e. it curves in an upward direction.

curve, spiral-1The name for a variable radius curve used to provide a transition from straight alinement to circular alinement, the reverse, or between two circular curves of different radius. Also called transition, taper, or easem*nt curves. Various specific definitions for a spiral have been used in the past, such as the ten-chord spiral (also called the American Railway Association Spiral), the Searles spiral and the cubic spiral. The spiral defined in this Glossary is the Euler spiral. This spiral, first investigated by the Swiss mathematician Leonard Euler, is a clothoid. The clothoid with the cubic parabola and the lemniscate have definite mathematical equations; the others, Searles and AREA are empirical. Mathematical simplicity, adaptability, and ease in staking and acceptance make the Euler spiral a standard. It has been accepted and used in publications by Hickerson, Barnett, and Pryor. See also Euler spiral. 2 In route surveying, a curve of varying radius connecting a circular curve and a tangent, or two circular curves whose radii are, respectively, longer and shorter than its own extreme radii.

curve, spiral curve point—The point of tangency common to a spiral and a circular curve where the spiral ends and circular curvature begins. Also called S.C.

curve, spiral tangent point—The point where a spiral ends and straight alinement begins. Also referred to as S.T.

curve, tangent spiral point—The point where straight alinement ends and spiral alinement begins. Also called T.S.

curve, transition—See curve, spiral [ROUTE SURVEYING].

curve, vertex of—See curve, point of intersection.

curve, vertical—A parabolic curve used to connect grades of different slope to avoid the sudden change in direction in passing from one grade to the other. This method of grade change is usually used when there is an algebraic difference of more than 0.2 percent in the two opposing grades.

curve spiral point—See curve, spiral curve point.

curves—Curved rulers, termed irregular curves, or French curves, used for curved lines other than circular arcs. The patterns for these curves are laid out in parts of ellipses and spirals or other mathematical curves in various combinations.

Source: NSPS “Definitions of Surveying and Related Terms“, used with permission.

Part of LearnCST’sexam text bundle.

Curve Definitions for Land Surveyors – Learn CST (2024)

FAQs

What is the definition of curves in survey? ›

Definition of Curves:

Curves are regular bends provided in the lines of communication like roads, railways etc. and also in canals to bring about the gradual change of direction. They are also used in the vertical plane at all changes of grade to avoid the abrupt change of grade at the apex.

What is the chord method of surveying? ›

The linear method, also known as the chord method or the tangent-offset method, is one of the techniques used in surveying and engineering to determine and mark points along a curved path, such as a circular curve or an arc.

What is the point of curvature in surveying? ›

curve, point of compound curvature (P.C.C)—The point where a circular curve of one radius is tangent to a circular curve of a different radius, both curves lying on the same side of their common tangent. curve, point of curvature—The point where straight alinement ends and circular alinement begins.

What does it mean when a curve is defined? ›

If the coefficients of the polynomials belong to a field k, the curve is said to be defined over k. In the common case of a real algebraic curve, where k is the field of real numbers, an algebraic curve is a finite union of topological curves.

What is an example of a simple curve? ›

A simple closed curve is a connected curve which doesn't cross itself and concludes at the same point from which it began. For example circles, polygons and ellipses.

What is the three point method of surveying? ›

in this method, three well defined points, having locations already being plotted on the drawing are involved. These are used to find and subsequently plot the location of the plane table station.

What is a reverse curve in surveying? ›

A reverse curve is composed of two or more simple curves turning in opposite directions. Their points of intersection lie on opposite ends of a common tangent, and the PT of the first curve is coincident with the PC of the second. This point is called the point of reverse curvature (PRC).

What are the types of curves used in surveying? ›

Surveyors often have to use a compound curve because of the terrain. This curve normally consists of two simple curves curving in the same direction and joined together. A reverse curve consists of two simple curves joined together but curving in opposite directions.

What are different types of curves? ›

What are the types of curves you see in graphs?
  • Parabola graph.
  • Hyperbola graph.
  • Downward curve graph.
  • Upward curve graph.
  • Circle graph.
  • Ellipse graph.

How does chord construction work? ›

In their basic form, chords are made up of a root, a third, and a fifth (also known as triads). Chord extensions build upon these fundamental triads by adding additional notes from the scale. The most common chord extensions are the 7th, 9th, 11th, and 13th, which are added on top of the triad.

What are the different types of chord in survey? ›

In surveying, two primary types of curves are us. These are Horizontal curves and Vertical curves. Horizontal curves are used to transition smoothly between straight sections of a road or railway. Vertical curves, on the other hand, are employed to provide a gradual change in elevation along the alignment.

What is the chord distance in surveying? ›

The chord distances are measured from the previously set station. The last station set before the PT should be C2 (16.33 feet from the PT), and its deflection should equal the angle measured in (1) above plus the last deflection, d2 (1° 14').

How do you calculate chord? ›

There are two main methods to calculate the length of the chord: 1 - Two times the radius times the sin of half of the central angle. 2 - Two times the square root of the difference between the radius squared and the apothem squared.

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