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Traverse Precision Ratio (Relative Precision)

Updated · GeoCAD Bridge engineering team · 8 min read

Summary

The precision ratio of a traverse is its total length divided by its linear misclosure, written as 1:N. A loop of 2406.58 m that misses closure by 0.100 m has a precision of 1:24,100. Larger N means better closure. The value is checked against the project specification before any adjustment is applied.

Definition

Relative precision: the ratio of linear misclosure to total traverse length, expressed as 1:(ΣL / misclosure).

  • Precision = 1 : ΣL / e
  • e = √(fE² + fN²)
  • Compute before adjustment
  • Typical targets 1:5,000 to 1:50,000

Formula

e = √(f_E² + f_N²) Precision = 1 : (ΣL / e)

Use horizontal (and, on a grid, scale-corrected) distances in ΣL.

Typical specifications

Indicative values only. Always apply the specification for your jurisdiction and project.
ApplicationTypical minimum
Reconnaissance, low-order mapping1:3,000 – 1:5,000
Property boundaries, engineering1:10,000
Construction control1:10,000 – 1:20,000
Higher-order control (classical third order)1:10,000 – 1:20,000
Second and first order control1:50,000 – 1:100,000

Limitations

Precision ratio only reflects internal consistency. A closed loop can show excellent closure while carrying a scale error or a wrong orientation from the starting control. Link traverses between independent control, or GNSS checks, catch these systematic errors.

Worked example

fE = ΣΔE = +0.047 m fN = ΣΔN = -0.088 m Linear misclosure = √(fE² + fN²) = 0.100 m Perimeter ΣL = 2406.58 m Relative precision = ΣL / misclosure = 1:24,100

The traverse meets a 1:10,000 or 1:20,000 specification but not 1:50,000.

FAQ

Is 1:20,000 better than 1:10,000?

Yes. 1:20,000 means one unit of misclosure per 20,000 units travelled, which is half the relative error of 1:10,000.

Should precision be computed before or after adjustment?

Before. After adjustment the traverse closes exactly by construction, so the ratio would be meaningless.

Does precision ratio prove the coordinates are correct?

No. It shows the observations agree with each other and with the closing control, but systematic errors in control, scale or orientation can remain.

Tools

Articles

References

  1. Ghilani, C. D. & Wolf, P. R. Elementary Surveying: An Introduction to Geomatics, 15th ed., Pearson, 2018 (traverse computations and adjustments).
  2. Federal Geodetic Control Committee. Standards and Specifications for Geodetic Control Networks, 1984 (traverse order and class closure standards).

Cite this page

GeoCAD Bridge. “Traverse Precision Ratio (Relative Precision).” GeoCAD Bridge Knowledge Center, updated 2026-10-05. https://www.geocadbridge.com/knowledge/survey-precision-ratio/