Difference Between WGS84 and NAD83

Understand the 1— meter tectonic shift between WGS84 and North American Datum 1983. Learn how ignoring this offset in GIS and surveying causes structural misalignments.

Warning: Raw GPS to CAD Coordinate Discrepancy

Combining uncorrected WGS84 drone data with NAD83 site plans creates a structural shift of 1-2 meters. Review the massive legal implications of this error.

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WGS84 (EPSG:4326/ITRF)
Magnitude: 1 to 2 meters
NAD83 (EPSG:4269)

1. The Core Geodetic Difference

While NAD83 and WGS84 were practically identical when created in the mid-1980s, the North American tectonic plate shifts roughly 1-2 centimeters per year. Because NAD83 is tied to the North American plate (plate-fixed) and WGS84 is tied to the global center of mass (Earth-centered), they have drifted apart.

Today, the difference between NAD83(2011) and modern realizations of WGS84 (like ITRF2014) is approximately 1 to 2 meters in the continental United States. For Hawaii and the Pacific, this difference can exceed 4 meters.

2. Engineering & Surveying Implications

In high-precision surveying and civil engineering, a 1-2 meter error is catastrophic. Utility locators, autonomous vehicles, and drone surveys relying on RTK GNSS require centimeter-level accuracy.

Legal Warning: If a surveyor uses raw WGS84 coordinates from a drone flight to stake out a building designed in a NAD83 CAD environment without performing a formal datum transformation, the physical structure will be built 1 to 2 meters off its legally permitted location. This is a leading cause of boundary encroachment lawsuits.

3. Official Transformation Methods

To convert between NAD83 and WGS84, professionals must use time-dependent transformation parameters. The US National Geodetic Survey (NGS) mandates the use of NADCON 5 (or the NGS Coordinate Conversion and Transformation Tool - NCAT) for official NSRS horizontal datum transformations.

Professional Risk Notice

Using the wrong datum or applying coordinates without grid-to-ground correction can cause 1-400 metre positional errors —a leading cause of surveying negligence claims and contract disputes.

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重要:計算結果の正確性を確認してください

座標精度はデバイスや測地系によって異なります。以下の確認を行わずに実務で使用しないでください:

GPS精度の警告

スマホのGPSは最大30メートルずれることがあります。これが原因でデータに重大なエラーが発生します。

精度を今すぐチェック →

測地系のリスク

誤った測地系(例:WGS84と日本測地系)を使用すると、常に数百メートルのズレが生じます。

測地系を確認する →