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PrimaCode Transform

Transform is a Windows based computer solution built using the Microsoft .Net Framework and designed to best-fit one coordinate system to another (e.g. a prior survey to current fieldwork) using a least-squares two-dimensional conformal coordinate transformation. When the transformation is complete, the two surveys (coordinate systems) share the same meridian and the same origin, that is to say, the two surveys occupy one unified coordinate space.

A least-squares solution, as the name implies, minimizes the sum of the squared errors (residuals) with regard to the points identified as being common to both coordinate systems. This simply means that the sum of all such errors, without regard for algebraic sign, will be minimized. And since the errors have been minimized, no other type of solution will yield a sum of errors that is less than the least-squares solution. Therefore, this type of solution is often referred to as a best-fit solution

Unifying two coordinate systems, however, is only a small part of what Transform does. Because a least-squares solution makes use of redundant observations (more than the minimum required for a unique solution), Transform can actually make use of all the information you collected. Furthermore, the redundant observations produce a wealth of statistical data which can be used to analyze the prior survey, its measurements, its monuments or can be used to defend your conclusions.

Gone are the days of switching back and forth between two different surveys to perform comparative inverses in an effort to determine which of the monuments found on-the-ground most closely match the prior survey's mathematical positions. Transform gives you the freedom to test any number of different point-pair combinations by simply setting or clearing a check box. (a point pair is typically a position described on a prior survey and the corresponding point found marking it on-the-ground.) Each pairing you make or clear instantly produces a new solution. Therefore, you can easily test any number of scenarios literally in a matter of minutes. It is this ease of use that makes Transform such a powerful analytical tool.

Each time a point-pair is linked or un-linked (via a checkbox) or a new variance is supplied, a new solutions is instantly produced which supplies you with:

  •  The pair's residual or error for this new solution.
  •  The new solution's 95% confidence interval.
  •  The statistically most-probable difference in meridians between the two surveys and its precision
  •  The statistically most-probable difference in unit-length between the two surveys and its precision
  •  The translation north and translation east and their respective precisions
  •  The statistically most-probable (theoretical) position for every point in the transformed system
  •  The error radius (95% positional uncertainty) for each theoretical point in the transformed system
  •  The transformed coordinate values needed to unify the two coordinate systems.

Analyzing the points found marking a prior survey is accomplished by comparing each found point's residual (error) to the solution's 95% confidence interval. In theory, points with residuals substantially larger than the solution's 95% confidence interval will be outliers, i.e. most likely not be in their original and undisturbed locations.

Since each new solution produces a new set of residuals and a new 95% confidence interval, it is exceedingly easy to identify and then remove from the solution, one-at-a-time, the point-pair with the largest residual that is greater than the new solution's 95% confidence interval by simply clearing the point-pair's checkbox. This instantly produces an a new solution with all new values, including a new 95% confidence interval. This process is then repeated iteratively until all the remaining linked-pairs are self consistent, i.e. they all have residuals that are less than or equal to the solution's 95% confidence interval.

Once the outliers have been identified and removed from the solution, nothing else need be done to produce the other key components needed for retracing the prior survey, such as the difference between the two survey's meridians, the difference between the two survey's units of measure, the most probable (theoretical) position of the prior survey's points on-the-ground and the notification of the two coordinate systems.

Chief among these additional values is the solution's statistically most-probable difference in meridians for the two surveys. It goes without saying that, the more reliable the reproduced meridian is, the higher the probability is that you will be able to accurately reproduce the prior survey' and any of its missing points (i.e. walk in the foot steps of the prior surveyor). To that end, the difference in meridians supplied by this type of solution has a number of advantages over other more traditional methods of reproducing it.

First, a meridian reproduced in this manner is more reliable because it is based upon a statistical treatment of all the available evidence, rather than the usual subjective (and often specious) method of using only a few of the monuments (typically two) while ignoring the remaining monuments that were found and often of equal reliability.

Secondly, a meridian reproduced in this manner is more defensible since it provides better compliance with the commonly held "rule of evidence" that requires all original and undisturbed monuments to be given equal dignity and weight. Since all available monuments are being used to compute the difference in meridians, rather than some subjective sub-set thereof, each is contributing equally to the outcome.

Of equal in importance with reproducing a prior survey's meridian, is the related task of reproducing lost or missing corner markers. Transform provides an entirely new option for doing this. Now you can use the solution's statistically most-probable (theoretical) positions for the transformed system to reproduce missing or damaged corner markers. These, too, are all available and ready to use as soon as your analysis is completed. Each theoretical position has associated with it an error radius (or modified error ellipse) which provides the point's 95% positional uncertainty.

Defensibility is always an issue when performing retracement surveys. When used properly, the data from a best-fit transformation can improve defensibility by providing better compliance with many of the commonly held "rules of evidence". Quoting from Brown, Robillard and Wilson’s “Evidence and Procedures for Boundary Location,” 5th edition:

  • “The positive position of the original corner locations (positions) must be predicated on the recovery, identifications, and interpretation of original evidence and not on applying modern measurements by the retracing surveyor.”
  • “All original corners have equal weight in location of the parcel. No single one is controlling, and they [all] must be considered as evidence of that survey.”
  • "When modern measurements are related to original measurements, the analysis must be in terms of the original creating units of measurement and not in terms of the more modern units of measurements.”
  • “For any conveyance of description of real property, the length of the unit of measurement is that measurement that was used and recited as of the date of the deed or survey.”
  • “A monument set by the original surveyor and called for by the conveyance has no error or position. It is legally correct, in that only the description may be in error.”
  • “When a monument is called for in a written description, that monument, if it is undisturbed, is controlling over all other elements in the description.”

Traditionally, these rules of evidence might have raised a number of troubling questions, such as:

  • Practically speaking, how can the retracing land surveyor "walk in the footsteps" of the prior surveyor?
  • How does the retracing land surveyor assure himself a monument is in its original and undisturbed location?
  • How does the retracing land surveyor give all original and undisturbed monuments equal weight?
  • How can the retracing land surveyor reliably reproduce the original survey's meridian?
  • And how can the retracing land surveyor reproduce points using the original-creating units of measurement?

Taken literally, some of these would require the retracing land surveyor to perform his field work using the same type of measuring equipment and using that equipment under similar conditions, such as atmospheric conditions. But using Transform, you can statistically reproduce those original conditions while at the same time honoring the spirit of the law because this type of solution does not unfairly weight some points over others and provides the most comprehensive means of equating your direction and distance measurements with that of the prior surveyor's.

In the past, some of the more conscientious land surveyors would resort to tabulating all possible inverse combinations between the two surveys to determine such values. While this process provides reasonable results, it is extremely time consuming, prone to error and will not provide the level of reliability that a statistically based solution will. Nor does it provide the theoretical positions and their positional uncertainties.

Transform provides the information you need to comply with these "rules of evidence" effortlessly while at the same time providing the statistical data you need to take the guesswork out of estimating how reliable each of these factors are, and it does it in manner that allows you to spend your time concentrating on the data rather than developing a  different mathematical solution for each test case.

While these are some of the most compelling reasons that land surveyors would use Transform, other more subtle reasons deal with Transform’s user interface and productivity features, for instance the ease with which data can be moved between Transform and other applications.

Additional features of Transform

  • Powerful and intuitive import and export assistants.
  • Context sensitive help available for Import & Export Assistants.
  • Alternatively, copy and paste full precision values directly from Transform to other programs.
  • Ability to duplicate point systems and all their dependencies
  • Add points and edit points from within Transform.
  • Optimized for Windows XP; compatible with most other Windows operating systems.
  • Utilizes an extensive on-line user’s guide.
  • Ships with complete data for two smaple projects.
  • User's guide contains two tutorials, one for each of the sample projects.
  • Ability to save and restore the current state of any project.
  • Print detailed reports for archiving or transmission to others.
  • Copy tables and paste into Word, Excel or other Windows program.
  • Programmatically detect points in-common to the two systems being compared.
  • Supports multi-level undo and redo operations.
  • Sort target system points by probability of being a match for the transformed system.
  • Automatically detect all possible point-pair combinations after defining just one point pair.
  • Filter system point lists by identifier or description.
  • Perform weighted solutions using estimated point variances.
  • Target multiple system using cloned points.
  • Inverses points in different systems using either original or modified coordinates.
  • Choose from four different confidence levels for statistical output.
  • Manually transform systems using fixed values.
  • Resort tables based upon the values in any column.
  • Remove or roll-back the affects of scaling from a transformation.
  • Rotate the meridian of the target system to match that of the transformed system.
  • Define and modify coordinate systems and coordinate points from within Transform.

Primary Uses for best-fit transformations

  • Unify two coordinate systems
  • Determine if recovered monuments are in original and undisturbed position
  • Determine if errors were made locating a monument by the field survey
  • Determine the statistically most-probable difference in meridians for two different surveys
  • Determine the statistically most-probable difference in unit-length for two different surveys
  • Determine the statistically most-probable coordinate positions for one survey in another survey
  • Reliably reproduce lost or missing boundary markers
  • Reliably unify to coordinate systems.
  • Determine the positional uncertainty of reproduced boundary markers
  • Reliably reproduce and extend aged control networks
  • Determine if construction site fixtures conform to design criteria
  • Compile adjacent surveys into one homogeneous map (e.g. GIS and assessors mapping)

Key Benefits of Transform

  • Create work products that are more reliable and more defensible
  • Save time and money analyzing and reproducing prior surveys
  • Simultaneously work with any number of coordinate systems
  • Perform weighted transformations by supplying an estimated variances for target points
  • Get instant results using Transform's interactive programming paradigm.
  • View reliability statistics at any of four confidence levels, 68%, 90%, 95% or 99%
  • Get positional uncertainties using Transform's modified error ellipses
  • Perform user defined transformations using actual or relative values.
  • Reduce pin-cushion effect by comparing competing surveyor's points against the positional uncertainty radius.

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Last modified: 07/26/10