A laser scanner produces measurements that will be relied on in court. This document states the tolerances applied when verifying that a scanner is measuring correctly, where those tolerances come from, and what the governing standards do and do not require. It exists so that any figure appearing in a verification report can be traced to a published source or to a stated engineering basis.
Three terms appear throughout this reference and in the reports produced by the verification tool. They name three different things and are not interchangeable. Each resolves to one tolerance.
| Term | What it names | Tolerance |
|---|---|---|
| Scale accuracy verification | The overall process of confirming that an instrument is measuring correctly, and the name of the tool that performs and documents it. | — |
| Accuracy confirmation shot | A single field measurement taken with laser and encoder against a known distance, before mapping begins. Taught in BJA course material since 2005. | ±1 in (0.083 ft) |
| Scale bar check | The per-scan comparison of a scanned calibrated artifact against its certified length. This is a Reference Measurement Protocol under NIJ NCJ 304452 §6.2.7. | ±1/8 in (0.0104 ft, ≈3 mm) |
The assembled multi-scan project is held to ±¼ in per DOJ NCJ 243598. That figure describes the finished product rather than any single measurement, and is reported in the registration report, not by this tool.
The scale bar check is the direct descendant of the accuracy confirmation shot. The arithmetic is identical — vector subtraction and Pythagoras in three dimensions — but it is performed on scan data against a certified artifact rather than in the field with laser and encoder, and it is held to the tighter per-scan tolerance. Where older course material or a legacy report says only “accuracy confirmation,” read it in context; in new material use whichever of the three terms above is meant.
The governing federal guidance states a numeric tolerance for crime scene measurement:
“Measurements should be accurate to within ¼".” Crime Scene Investigation: A Guide for Law Enforcement, U.S. Department of Justice, Office of Justice Programs, NCJ 243598, September 2013 — Sketching. The sentence appears twice, under “General Considerations” and under “Creating a Projection Sketch.”
This is the 2013 revision, produced by the National Forensic Science Technology Center under Bureau of Justice Assistance award with National Institute of Justice sponsorship through the Forensic Technology Center of Excellence. The quarter-inch sentence does not appear in the 2000 edition (NCJ 178280), which has no dedicated sketching section. Any citation must therefore carry the year or the NCJ number.
The figure is independently echoed on the OSAC Registry:
“Agency policy shall define the level to which measurements must be recorded (e.g., to the nearest ¼")” OSAC 2023-N-0003, Standard for Diagramming Scenes, Registry Version 2.1 (2025), §7.1.1.
Read precisely: the requirement OSAC imposes is that agency policy define a level. The quarter inch is its worked example. It is strong corroboration that ¼" is the recognised working figure, and it is not itself a mandate.
Corroboration from established instructor practice. The forensic mapping course taught by the author at the Institute of Police Technology and Management (IPTM), University of North Florida, has for several years required students to map outdoor scenes using a total station or laser-based mapping equipment and to demonstrate an accuracy of one inch or better. That requirement is part of the graded testing criteria for the course. The quarter-inch figure applied here is four times tighter than that field criterion, and a terrestrial laser scanner meets and exceeds both.
Three tolerances operate at different levels, and conflating them is the most common error.
| Level | Tolerance | What it tests | Basis |
|---|---|---|---|
| Per scan — scale bar | ±1/8 in (0.0104 ft, ≈3 mm) | The instrument itself, single scan, certified artifact within 10 ft | BJA operational standard. Set at half the DOJ requirement so the project-level figure is met with margin. |
| Assembled project | ±¼ in | The registered multi-scan project, evaluated in the registration report | DOJ NCJ 243598 (§2 above) |
| Field mapping — laser and encoder | ±1 in | Instrument checked against a steel tape over 15 ft before any evidence is mapped | BJA published course material (§4 below) |
Verify the instrument at an eighth of an inch per scan, and the quarter inch on the assembled project is met with a factor of two in hand.
The accuracy confirmation shot has carried a stated acceptance tolerance in BJA course material since at least 2005:
“Acceptable Tolerance is +/- 1 inch or .083 feet or 2.54 cm” A Guide to Using the LTI TruAngle with QuickMap 3D, Bobby Jones and Associates, Inc., © 2003–2014, p. 2, step 28.d.i.
“Confirm Slope Distance (Acceptable Range +/- .083')” Total Station with PocketZone, Bobby Jones and Associates, Inc., © 2005–2008, p. 1, step 22.f. Step 21 sets the check geometry at a 15-foot default.
0.083 ft is one inch. It is an acceptance gate, not an aspiration: the instrument is measured against a steel tape between two known points and does not touch the scene until it passes.
Cross-range error is range × tan(angular error). Laser Technology Inc. publishes the MapStar TruAngle encoder at 0.1° staff-mounted and 0.05° tripod-mounted:
| Encoder specification | 25 ft | 50 ft | 100 ft | 300 ft |
|---|---|---|---|---|
| ±0.1° staff mounted | 0.52 in | 1.05 in | 2.09 in | 6.28 in |
| ±0.05° tripod mounted | 0.26 in | 0.52 in | 1.05 in | 3.14 in |
A tripod-mounted encoder reaches one inch of cross-range error at roughly 95 ft; staff-mounted, at roughly 48 ft. One inch is what the instrument delivers across an ordinary outdoor scene, which is why the gate sits there.
A certified reference bar is placed within ten feet of the scanner. Both endpoints are identified in the registered point cloud, their coordinates differenced as vectors, and the three-dimensional distance computed:
d = √(ΔX² + ΔY² + ΔZ²)
The result is compared against the bar's certified length, corrected for ambient temperature where required. FARO publishes a ranging error of approximately ±2 mm at this range; two independent endpoints combine to roughly √2 × 2 mm ≈ 2.8 mm, or about 0.11 in.
On a two-foot bar, a passing result reads between 1.99 and 2.01 feet. That is ±0.12 in — inside half the quarter-inch requirement, and at the instrument's own combined endpoint error, so the tolerance is neither slack nor unachievable.
This is the direct descendant of the accuracy confirmation shot taught since 2005. The method is identical — vector subtraction, Pythagoras in three dimensions, verified nine ways as X, Y and Z against X, Y and Z. What has changed is that the reference is now a certified artifact traceable to NIST rather than a steel tape, and the tolerance is eight times tighter.
Outside the DOJ guide, the current standards decline to set numbers, and that is a considered position rather than an omission — accuracy requirements are held to depend on what the measurement will be used to prove.
| Document | Position |
|---|---|
| OSAC 2025-N-0022, Standard for Terrestrial LiDAR Scanner Data Capture (2025) | “Point spacing and accuracy shall be selected to meet or exceed the resolution required for the intended forensic application.” For general documentation it states that strict metrological accuracy is not required. Annex B point-spacing examples are marked informative. |
| OSAC 2023-N-0002, Standard for Scene Documentation Procedures | “Measuring equipment shall be capable of achieving the accuracy necessary according to the intended purposes.” |
| OSAC 2025-N-0004, Standard Criteria for Crime Scene Reconstruction | Silent on measurement accuracy. |
| ISO 17123-9, terrestrial laser scanners | Gives a field procedure for determining an instrument's precision. Sets no tolerance to meet. |
Where the standard leaves the number to the practitioner, a concrete published threshold is what a training programme is supposed to supply. That is the role these tolerances serve.
| Reference | Role |
|---|---|
| DOJ / OJP, Crime Scene Investigation: A Guide for Law Enforcement, NCJ 243598 (2013) | The ¼" measurement requirement |
| Terrestrial LiDAR Scanning Working Group, Guidelines for the Use of Terrestrial LiDAR Scanners in Criminal Justice, National Institute of Justice, NCJ 304452 (March 2022) | Reference Measurement Protocol — reference artifact practice, §6.2.7 |
| JCGM 100, Guide to the Expression of Uncertainty in Measurement (GUM) | Expanded uncertainty stated in every report |
| ASTM E2544-24 | 3D imaging terminology |
| ISO 17123-9 | Field verification procedure for terrestrial laser scanners |
| OSAC 2023-N-0003 §7.1.1 | Corroborating ¼" example on the OSAC Registry |
| Liscio, Hayden & Moody, JACSR Vol. 20 (2016) | Total station vs terrestrial scanner over a 30 × 70 m scene: mean difference 0.8 mm, maximum 6 mm |
| Topolšek, Herbaj & Sternad, J. Transportation Technologies 4(1) (2014) | Hand-taped scenes differ from electronic methods by 0.4 m to 1.5 m |
| Version | Date | Change |
|---|---|---|
| 1.1 | 1 August 2026 | Adds §2 Terminology, fixing each of the three terms to one meaning and one tolerance. Updates ASTM E2544 to the current 24 edition. Adds NCJ 304452 and the Reference Measurement Protocol mapping to the FTCoE citation. |
| 1.0 | 1 August 2026 | First publication. Consolidates the tolerance basis previously distributed across the LTI TruAngle and PocketZone setup guides and the accuracy confirmation shot lecture material, and adds the DOJ and OSAC citations. |
BJA Scale Accuracy Verification — Standards & Teaching Reference. Bobby Jones Associates, Inc. Published at scan-training.com. This document is referenced by name in the Tolerance Basis section of reports generated by the BJA Scale Accuracy Verification tool.
All federal and NIST-administered documents cited are United States Government publications in the public domain.