Interactive Datum Shift Verifier

Enter both coordinate pairs to audit whether the spatial shift matches published geodetic models or indicates a datum mismatch.

Original Coordinates Source
Transformed Output Target

How the Verifier Works

The Verifier computes the Haversine great-circle distance between your original and claimed-transformed coordinate pairs. It then compares this against the expected shift range for the selected datum transformation pair, and classifies the result:

  • Acceptable —Deviation is within the expected tolerance of the transformation method
  • Suspicious —Deviation is outside expected range but below catastrophic mismatch tolerance. Manual review recommended.
  • Severe Mismatch —Deviation strongly suggests a datum confusion error (e.g., Tokyo treated as JGD2011, GDA94 treated as GDA2020). Transformation is invalid, do not use in production.
Explore the Global Compliance Hub

Related Tools & Resources

Explore our full suite of coordinate transformation and compliance tools:

GIS Tools Hub Universal Sandbox (EPSG Explorer) LatLong, UTM Datum Compliance Engine
Geodetic Engineering Note
Referenced to published geodetic benchmarks

The Cumulative Boundary & Engineering Rework Exposure: NAD83 vs WGS84

Because the North American Plate moves ~2cm/year, NAD83(2011) and WGS84(G1762) currently diverge by over 2.2 meters. Using a "standard" GPS WGS84 coordinate for a high-precision NAD83 cadastral staking has triggered Boundary Dispute Geodetic Offset claims for foundational rework and utility misplacement.

Risk Exposure Metric: 2.2-Meter Tectonic Drift & Epoch Accumulation