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LAIRA Roadway Markings (MUTCD) Compliance Matrix

Layered Autonomous Inference and Reasoning Agent | Airwai, Inc. Prepared May 11, 2026


Purpose

This document maps LAIRA's marking-detection and condition-assessment capabilities against the Manual on Uniform Traffic Control Devices (MUTCD), 11th Edition (December 2023), Part 3 (Markings) and ASTM E1710 (retroreflectivity measurement). It is intended for state-DOT marking-maintenance contractors, AEC primes on roadway projects with marking scope, and city public-works departments that own roadway marking maintenance.

Headline finding. LAIRA detects all major MUTCD marking categories (longitudinal lines, transverse markings, word and symbol markings, crosswalks, stop bars) via segmentation, classifies color compliance, and screens retroreflectivity via calibrated LiDAR intensity. Retroreflectivity is a screening capability — not a substitute for a 30-meter-geometry retroreflectometer reading required for ASTM E1710 audit conformance.

Governing standards

Standard Title Role
MUTCD 11th Ed. (Dec 2023) Manual on Uniform Traffic Control Devices, Part 3 Marking colors, widths, patterns, placement
23 CFR 655 Traffic Operations — Federal Highway Administration Codifies MUTCD as the national standard
MUTCD §3A.04 (and FHWA Final Rule, Aug 2022) Minimum maintained pavement-marking retroreflectivity Compliance threshold values by marking type
ASTM E1710 Measurement of Retroreflective Pavement Marking Materials with CEN-Prescribed Geometry Reference method for retroreflectivity readings

Status legend

See the shared status legend. Icons: ✅ Meets, ✅+ Exceeds, 🔄 In Development, 🔶 Partial, ℹ️ Different Paradigm.

Marking classification

Marking class MUTCD Reference LAIRA Detection Status
Longitudinal centerline Part 3, Ch. 3A Segmented; classified by pattern (solid, broken, double) 🔄
Longitudinal lane lines Ch. 3B Segmented; classified by pattern 🔄
Edge lines Ch. 3B Segmented; left vs. right edge 🔄
Crosswalk lines §3C.02 Segmented; transverse stripe count, width, and spacing for continental / standard / ladder 🔄
Stop bars (transverse) §3C.03 Segmented; width measurement 🔄
Word and symbol markings (arrows, ONLY, STOP, etc.) §3C.04 RGB symbol recognition; position validation 🔄
Yield lines (shark teeth) §3C.05 Pattern recognition 🔄
Speed measurement markings §3C.06 Pattern + spacing measurement 🔶
Lane reduction transitions §3B.13 Segmented; taper-angle measurement 🔶

Color compliance

Requirement MUTCD Reference LAIRA Capability Status
White longitudinal lines in direction of travel §3A.05 RGB color classification per detection ✅+
Yellow longitudinal lines for opposing traffic §3A.05 RGB color classification per detection ✅+
Red for "do not enter" surfaces §3A.05 RGB color classification
Blue for accessible-parking access aisles (where MUTCD applies) §3D.02 RGB color classification
Purple for restricted lane use §3A.05 (recent additions) RGB color classification

Geometry compliance

Requirement MUTCD Reference LAIRA Capability Status
Longitudinal line width: 4 to 6 in (typical) §3A.06 Segmentation mask × LiDAR depth, ±0.7 mm crack-pixel resolution; line-width measurement 🔄
Wide longitudinal lines: ≥8 in §3A.06 Same 🔄
Crosswalk lines: transverse stripes ≥6 in; continental 12 to 24 in §3C.02 Stripe width and spacing measurement 🔄
Stop bar width: typically 12 to 24 in §3C.03 Width measurement 🔄
Broken-line dash and gap dimensions §3A.06 Dash and gap measurement 🔄

Retroreflectivity (screening only)

The FHWA Final Rule (Aug 2022) added minimum maintained retroreflectivity values to MUTCD §3A.04 for white and yellow longitudinal lines on roads with speed limit ≥35 mph. Values are reported in mcd/m²/lx using ASTM E1710 30-meter-geometry retroreflectometer readings.

Requirement MUTCD Reference LAIRA Capability Status
White longitudinal: 50 mcd/m²/lx for posted ≤70 mph; 100 mcd/m²/lx for >70 mph §3A.04 Calibrated LiDAR reflectivity screening estimate 🔶
Yellow longitudinal: 50 mcd/m²/lx for posted ≤70 mph; 100 mcd/m²/lx for >70 mph §3A.04 Calibrated LiDAR reflectivity screening estimate 🔶
Retroreflectometer-equivalent reading (ASTM E1710, 30 m geometry) ASTM E1710 LAIRA does not replicate the 30 m geometry; handheld instrument required for formal compliance ℹ️

Buyer segments

Segment Primary need LAIRA posture
State DOT marking-maintenance contractors Network-wide retroreflectivity screening to identify candidate sections for re-striping Calibrated LiDAR screening at posted speed; pair with handheld retroreflectometer for compliance audits
City public works (marking budgets) Visual condition + missing markings inventory Per-marking condition score + missing-marking detection at intersection-density resolution
AEC primes on roadway projects QA/QC of newly-installed markings against MUTCD geometry Width, pattern, dash/gap measurement at installation; pass-over-pass comparison vs. specification
Airport sponsors (separate from this matrix) See Civil Airfields for airfield-specific marking standards (AC 150/5340-1M)

What LAIRA does not replace

Capability Why not replaced
ASTM E1710 30-meter-geometry retroreflectometer reading LAIRA gives a calibrated estimate; the 30 m geometry and instrument certification required by ASTM E1710 cannot be replicated by LiDAR intensity
Daytime / nighttime visual review by an FHWA-certified inspector LAIRA screens; the official assessment remains a human review for the FHWA compliance audit
In-service marking adhesion / durability testing Material-performance testing requires lab specimens

Sensor and data output

For sensor specs and output schemas, see the Product Reference:

  • Sensor Stack — LiDAR intensity calibration for retroreflectivity screening; 4K RGB for color classification
  • Detection Pipeline — Marking detection primitive
  • Output Formats — Per-marking condition report (PDF + JSON)

Source documents

Cited standards resolve to entries in the source registry. Key entries: mutcd-11th-edition, astm-e1710.


LAIRA: Objective. Auditable. Standards-aligned. Airwai, Inc. | info@airwai.com