7.3 Traverse Closure, Error, and Relative Precision
Key Takeaways
- A closed loop traverse should have algebraic sums of latitude and departure both equal to zero with perfect observations.
- Latitude misclosure = sum of latitudes; departure misclosure = sum of departures; these are the closure errors to correct.
- Linear misclosure = sqrt(misclosure_lat^2 + misclosure_dep^2), the straight-line gap between the computed and known closing point.
- Relative precision = linear misclosure / total traverse length, usually reduced to a 1:N ratio such as 1:10,000.
- Area by DMD multiplies each course DMD by its latitude and halves the sum; DPD uses parallel distance and departure.
What Closure Means
A closed loop traverse begins and ends at the same point. If every angle and distance were perfect, the latitudes would sum to zero and the departures would sum to zero, because you returned exactly to the start. In practice small observational errors accumulate, so the sums are small nonzero numbers. Those sums are the misclosures:
- Latitude misclosure (sometimes called error in latitude) = sum of all latitudes
- Departure misclosure = sum of all departures
These are the quantities you will remove during adjustment in Section 7.4. The sign of each misclosure tells you which way the traverse drifted.
Linear Misclosure and Relative Precision
The two component errors combine into a single straight-line gap between where the traverse should have closed and where it actually did:
Linear misclosure = sqrt( (misclosure in latitude)^2 + (misclosure in departure)^2 )
The quality of the work is then judged by relative precision, the ratio of that error to the length of the traverse:
Relative precision = linear misclosure / total traverse length
This is reduced to a 1:N form. A value of 1:10,000 means one foot of error per 10,000 ft surveyed. Typical FS-grade boundary work targets 1:5,000 to 1:10,000 or better; rough work might be 1:1,000.
Worked Closure Example
A four-sided loop traverse produced the following unbalanced components:
| Course | Length (ft) | Latitude (ft) | Departure (ft) |
|---|---|---|---|
| A-B | 300.00 | +212.10 | +212.16 |
| B-C | 250.00 | -125.04 | +216.48 |
| C-D | 280.00 | -279.90 | -10.00 |
| D-A | 400.00 | +192.90 | -418.70 |
| Sum | 1230.00 | +0.06 | -0.06 |
Misclosure in latitude = +0.06 ft; misclosure in departure = -0.06 ft. Linear misclosure = sqrt(0.06^2 + 0.06^2) = sqrt(0.0072) = 0.085 ft. Relative precision = 0.085 / 1230.00 = 0.0000691, which inverts to 1:14,500 (round to a clean ratio such as 1:14,000). That comfortably exceeds a 1:10,000 standard, so the traverse is acceptable before adjustment.
Area by DMD After Closure
Once a traverse is balanced, area follows quickly from the double meridian distance (DMD) method:
- DMD of the first course = departure of that course
- DMD of each later course = previous DMD + previous departure + current departure
- DMD of the last course should equal its own departure with opposite sign (a built-in check)
- Area = 0.5 x | sum of (DMD x latitude) |
The parallel DPD method swaps roles: DPD accumulates from latitudes and area = 0.5 x | sum of (DPD x departure) |. Both give the same answer for the same balanced traverse.
What Closure Does and Does Not Prove
A tight closure shows only internal consistency: the measurements agree among themselves. It cannot reveal a systematic error, such as a miscalibrated tape or a blunder that happens to cancel around the loop. So good relative precision is necessary but not sufficient evidence of a correct survey; independent ties and checks still matter.
Angular Closure Versus Linear Closure
Closure comes in two flavors, and the FS may test either. Angular closure checks the measured interior angles against their geometric total: for a closed polygon with n sides the interior angles must sum to (n - 2) x 180 deg. A five-sided loop should total 540 deg; if the field angles sum to 540 deg 02 min 30 sec, the angular misclosure is +02 min 30 sec. That angular error is usually distributed equally among the angles (here, +30 sec removed from each of five angles) before azimuths are recomputed and latitudes and departures are found.
Linear closure, the latitude and departure check above, is performed only after the angles balance, because a bad angle would otherwise corrupt every direction.
A Worked DMD Area
Using balanced latitudes and departures for a small four-corner parcel:
| Course | Departure (ft) | DMD (ft) | Latitude (ft) | DMD x Lat |
|---|---|---|---|---|
| 1-2 | +120.0 | +120.0 | +150.0 | +18,000 |
| 2-3 | +90.0 | +330.0 | -60.0 | -19,800 |
| 3-4 | -110.0 | +310.0 | -130.0 | -40,300 |
| 4-1 | -100.0 | +100.0 | +40.0 | +4,000 |
DMD of course 1-2 equals its own departure (+120). Each later DMD adds the previous DMD plus the previous departure plus the current departure. The sum of (DMD x Lat) is +18,000 - 19,800 - 40,300 + 4,000 = -38,100. Area = 0.5 x |-38,100| = 19,050 sq ft, or about 0.437 acre (43,560 sq ft per acre). The sign is dropped because area is always reported positive; its sign only indicated traverse direction (clockwise versus counterclockwise). Confirm the last course's DMD equals its departure with opposite sign as a built-in arithmetic check.
Reading a Closure Problem on the FS
Most FS closure questions hand you a short table of courses and ask for one specific number, so identify the target before computing. If the question asks for misclosure, sum the latitudes and the departures separately and stop. If it asks for linear error of closure, take the vector sum of those two misclosures. If it asks for relative precision, divide that linear error by the total length and invert to a 1:N ratio. If it asks for area, you must first confirm the courses are already balanced, then run DMD or DPD.
Matching the requested quantity to the right step is half the battle, because each computation reuses the same table but answers a different question. Keep latitudes and departures in separate columns and report area as a positive value in the units specified.
A loop traverse has a latitude misclosure of +0.06 ft and a departure misclosure of -0.06 ft. What is the linear misclosure?
A traverse 1230 ft long has a linear misclosure of 0.085 ft. What is its relative precision?
Which statement about traverse closure is correct?