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Survey Foot vs International Foot: Which One Is in Your File?

The United States spent more than a century with two feet in circulation. The international foot is exactly 0.3048 metres; the US survey foot is 1200 divided by 3937 metres, longer by about two parts per million. That is a difference of 0.6 mm over a thousand feet — trivial until it lands on a long boundary, a State Plane coordinate or a chain of title. This guide gives the exact numbers, explains what the 2023 deprecation actually changed, and sets out how to decide which foot a record used.

GuideUpdated 9 October 2026Exact factors

The two definitions

UnitExact definitionIn metresNote
International foot0.3048 m0.3048Exact by definition; now the standard US foot
US survey foot1200 / 3937 m0.304800609601219…Longer by 2 parts per million
Metre in international feet1 / 0.30483.2808398950 ft
Metre in survey feet3937 / 12003.2808333333 ftThe inverse of the survey foot

The survey foot came from the older definition of the metre as a physical bar, which made the inch-to-metre relationship an awkward fraction. When the metre was redefined in 1960 the awkwardness was resolved for science and industry by fixing the international foot at exactly 0.3048 m — but cadastral and geodetic records already existed in the old foot, and redefining them would have moved boundaries on paper. So both were kept, and the difference was named.

Why two parts per million is not a rounding error

Two parts per million is the kind of number people round away without thinking, so it is worth seeing it accumulate in the units surveyors actually use.

LengthDifference between the two feetPractical reading
1 foot0.0000006 ft (0.0000002 m)Below any measurement
100 feet0.00006 ft (0.02 mm)Below any measurement
1,000 feet0.0006 ft (0.2 mm)Still below field precision
1 mile (5,280 ft)0.0106 ft (3.2 mm)Now visible on a good day
1 UTM zone width (~668 km)4.0 ft (1.2 m)Materially wrong
A 100-mile boundary1.06 ft (0.32 m)A boundary dispute

The pattern is the point: the error is invisible over a lot line and unavoidable over a county line. That is exactly the profile of a mistake that survives proofreading.

What changed on 1 January 2023

After a consultation that ran for several years, the US survey foot was formally deprecated for new work effective 1 January 2023, and the international foot became the standard foot in the United States. In practical terms this means that new federal and state work, and new National Geodetic Survey products, are defined in metres or international feet rather than survey feet.

What did not happen is any change to the records. A plat recorded in 1974 still describes the ground in survey feet; a State Plane coordinate published by a state agency in 1995 is still a survey-foot coordinate; a right-of-way plan from 2005 still bears survey-foot dimensions. The deprecation governs new work. It does not convert the archive, and it does not make the old numbers any less real. Anyone working with historic coordinates today — which, in cadastral practice, is most of the work — still needs the conversion.

Area is worse than length. A squared quantity carries the difference twice. The US survey acre — 43,560 survey feet squared — is 4,046.8726 m², against the international acre at 4,046.8564 m². Across a section, 640 acres, that gap is over 10 m² and it is not recoverable from the stated acreage alone.

How to tell which foot a record used

  1. Look for the stated unit. Modern plans say "US survey feet", "ftUS" or "international feet". Older plans often say only "feet", which is the ambiguous case.
  2. Check the EPSG code. Where a coordinate system is defined by code, the code settles it. A State Plane zone has separate codes for metres, US survey feet and international feet, and they are not interchangeable.
  3. Use the date as a weak signal. A record predating 2023 that states feet, with no further qualification, is most likely in survey feet. A record from after 2023 that states feet is most likely in international feet. Treat this as a hint, never as proof.
  4. Test against a known length. If the record includes a distance between two points that can also be computed independently — a section line, a road width, a monument tie — convert both ways and see which one reproduces the stated figure.
  5. Record the assumption. If the source is genuinely ambiguous, state the foot you used and the conversion factor in your own record. The next person to open the file will need it.

The factors to carry

ConversionFactor
US survey feet → metres× 1200 ÷ 3937 = 0.304800609601219
Metres → US survey feet× 3937 ÷ 1200 = 3.280833333333
International feet → metres× 0.3048
Metres → international feet× 3.280839895013
US survey feet → international feet× 1.000002

That last factor is the one worth remembering, because it is close enough to 1 that it looks like nothing and far enough from 1 that it eventually matters. Multiply any survey-foot length by 1.000002 to get international feet.

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