Linear referencing
Linear referencing enables you to locate points and spans along linear assets. There can be many linear referencing methods, such as absolute, relative, percent, addressing, time, and stationing.
This topic describes an absolute linear referencing method but the product also supports reference points that are created using features but store absolute measure even when reference points are used. This type of referencing allows workers in the field to use relative linear referencing such as mile posts, while also ensuring accurate maintenance history is recorded against the asset.
Use linear referencing to locate point assets, relationships to locations or other assets (linear and nonlinear), features, attributes, and assigned work.
Linear referencing uses distance measures from known points along X, Y, and Z axes.
- X axis. A distance along the center line of the linear asset. This distance, the measure, is the distance from the beginning of the linear asset. You can also use an X offset to reference the distance from a known reference point along a linear asset, such as the distance from an intersection or a mile post.
- Y axis. A distance to the right or left side of the linear asset. This distance is the Y offset. You measure it from reference values that you define, such as the center line or right pavement edge.
- Z axis. A distance above or below the linear asset. This distance is the Z offset. You measure it from reference values that you define, such as the road surface.
To work with your linear assets, define one or more linear reference methods (LRMs) that fit your business practices. To define an LRM, specify units of measure and reference points for each of the axes. For example, you might define an LRM that uses miles for the measure, X axis, and feet for all the offset measurements.
Examples of linear referencing uses
- For roadways:
- Kilometers
- Measures are in kilometers from the start of the linear asset. This method is also known as distance measuring instrument (DMI), absolute LRM, or the document-oriented method.
- Miles
- Measures are in miles from the start of the linear asset. This method is also known as distance measuring instrument (DMI), absolute LRM, or the document-oriented method.
- Milepost
- Measures are from previously defined mile posts. This method is also known as a relative LRM or a sign-oriented method. Some roadways that do not have mile posts use roadside landmarks.
- Station-Offset
- An engineering method that establishes stations every 100 feet or every 200 feet and that adds an offset to identify the exact location.
- For railways:
- Milepost
- Measures are from previously defined mile posts. Railway mileposts, unlike road mileposts, rarely exist at the labeled mileage. Mile Post 2 might be 5420 feet beyond Mile Post 1, and so on.
- Chain Marker
- A chain unit, used in land measurement before 1960, exists as a means to identify linear locations. Originally 66 feet, it is also used today to identify a distance of 100 feet.
- For pipelines:
- Stationing
- An engineering method that establishes stations every 100 feet or 200 feet and adds an offset to identify the exact location.
- Absolute Stationing
- Station and offset values are converted to absolute measures. This method is also known as calculated measure. For example, if a pipeline segment starts at 10 + 100 (station 10 with an offset of 100), the calculated measure (with stations every 100 feet) is 1100.