AGL Component Library By Precision AGL Academy

Pavement Temperature Sensor

A critical airfield sensor that measures the surface temperature of runways, taxiways, and aprons. Essential for winter maintenance operations, friction assessment, and ensuring safe aircraft operations in cold weather conditions.

Pavement Temperature Sensor

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Overview

What Is It?

A Pavement Temperature Sensor is a specialized monitoring device installed in the surface of airfield pavements to measure the temperature of the asphalt or concrete surface. These sensors provide real-time data that is critical for:

  • Winter maintenance decisions — determining when anti‑icing and de‑icing treatments are needed
  • Friction assessment — understanding how temperature affects runway friction characteristics
  • Pavement performance monitoring — tracking thermal stress and seasonal variations
  • Flight planning — providing data for aircraft performance calculations (take‑off and landing distances)
  • AGL equipment protection — helping to prevent damage from extreme pavement temperatures

Modern sensors use either contact (RTD, thermocouple) or non‑contact (infrared) technologies, with robust housings designed to withstand heavy aircraft loads and harsh environmental conditions.

Purpose

Purpose & Function

The pavement temperature sensor exists because the same air temperature reading can correspond to very different runway surface conditions depending on solar loading, wind, and precipitation history, and it is the surface, not the air above it, that determines when ice actually forms. Feeding real, measured pavement temperature into winter maintenance decisions lets ground crews time anti-icing and de-icing treatments to when they are actually needed rather than on a fixed schedule or a conservative worst-case assumption, reducing both the risk of an untreated icy surface and the cost of treating pavement that did not need it. The same reading also has value beyond winter operations, since surface temperature directly affects the friction values used in landing distance and braking action assessments.

Application

Where Is It Used?

Pavement temperature sensors are installed at strategic locations across the airfield to provide comprehensive thermal monitoring:

  • Runways — at multiple points along the length (touchdown zone, mid‑point, and end) to capture thermal gradients
  • Taxiways — to monitor pavement conditions for aircraft ground movement
  • Apron and parking stands — to support de‑icing operations and ground handling
  • Instrumented pavements — integrated with weather stations and friction measurement systems
  • Remote airfields — where manual temperature monitoring is impractical

Data from these sensors is typically integrated into the airport’s weather observation system, ALCMS, or winter maintenance management platform for automated alerting and decision support.

Placement

Installation & Location

Contact sensors are set flush into the pavement surface at each monitoring point — typically the touchdown zone, mid-point, and far end of the runway, plus key taxiway and apron locations — with the probe body seated in a cored hole and bedded in a thermally conductive grout so it reads the true pavement temperature rather than an air gap. Signal cable runs from the probe through a small conduit stub to a roadside or shoulder-mounted junction box, then in duct back to a remote terminal unit or the airport weather station. Non-contact infrared units are instead mounted above the pavement on a pole or gantry with a clear, unobstructed view of the surface being measured, positioned clear of the aircraft movement area and any frangibility requirements that apply to fixed structures near the runway.

Function

How Does It Work?

Pavement temperature sensors operate using one of the following principles:

  • Contact Sensors (RTD / Thermocouple): A resistive temperature detector (RTD) or thermocouple is embedded in a metallic probe that is in direct contact with the pavement surface. The probe is installed flush with the pavement, and the sensor measures the temperature of the material. These provide high accuracy and fast response times.
  • Infrared (IR) Sensors: A non‑contact sensor measures the infrared radiation emitted by the pavement surface. It is mounted above the pavement (e.g., on a pole or gantry) and measures surface temperature without physical contact. This method is less invasive but can be affected by atmospheric conditions and surface contamination.
  • Wireless / IoT Sensors: Many modern sensors include wireless communication (LoRa, ZigBee, cellular) to transmit data to a central collection point, reducing installation complexity and enabling remote monitoring.

The sensor outputs standardised signals (e.g., 4‑20 mA, 0‑10 V, digital (MODBUS, SDI‑12)) that are read by a data logger or directly by the airport’s monitoring system. Calibration is performed to ensure accurate readings across the expected temperature range.

Architecture

System Architecture & Control Logic

The pavement sensor itself is a passive measurement point; the control logic lives in the Runway Weather Information System (RWIS) it feeds. Embedded sensors report pavement surface and sub-surface temperature — and on combined sensors, surface state and freeze-point depressant concentration — over a wired loop to a field processor, which polls each sensor at a set interval and packages the readings for transmission to the central RWIS server. The server compares readings against forecast and threshold data to generate a freezing/frost risk assessment, which is displayed to airfield operations and can trigger a deicing or anti-icing response; sensor dropout or an out-of-range reading is flagged as a data-quality fault so operators don't mistake a failed sensor for confirmed dry pavement.

Sensor → Field Processor → RWIS Server → Risk Assessment → Operations Display

EMBEDDED PAVEMENT SENSOR(S) Surface / sub-surface temperature, state, chemical FIELD PROCESSOR / DATA LOGGER Polls sensors at a set interval RWIS CENTRAL SERVER Compares readings against forecast and thresholds RISK ASSESSMENT & ALERTING Generates freezing / frost risk classification OPERATIONS DISPLAY / DEICING TRIGGER Drives airfield winter-operations response DATA-QUALITY FAULT ON SENSOR DROPOUT A failed sensor is flagged, never mistaken for confirmed dry pavement POLLING FEEDBACK Field processor polls every sensor on interval; dropout or out-of-range reading raises a data fault
Architecture

Measurement & Signal Path

Contact Method
RTD / Thermocouple
Probe embedded flush with the pavement for direct‑contact, high‑accuracy readings
Non‑Contact Method
Infrared Sensor
Mounted above the pavement, measures emitted IR radiation without contact
↓
Signal
Standardised Output
4‑20 mA / 0‑10 V / digital (MODBUS, SDI‑12), optionally wireless (LoRa, ZigBee, cellular)
↓
System
Data Logger / Monitoring System
Calibrated readings collected for pavement condition & de‑icing decisions
Construction

Physical Construction

A contact probe (RTD or thermocouple) is a compact, stainless-steel or corrosion-resistant sensor head set into a flush-mounted housing that seats within the pavement structure, load-rated to withstand full aircraft wheel loading without disturbing the surrounding surface. The sensing element sits close to the exposed top face for a fast, representative reading of pavement skin temperature, with the housing gasket-sealed and potted internally to achieve an IP67/IP68 rating against water and de-icing fluid ingress. An infrared variant instead mounts above the pavement on a small elevated bracket or pole, aimed down at the surface with no physical contact, trading installation simplicity for a slightly lower accuracy and a need for a clear, unobstructed sightline. Signal cabling — typically twisted-pair for 4-20 mA or MODBUS/SDI-12 output — runs from the sensor through a sealed conduit to a nearby junction box, then on to a remote power supply or data logger, with the underground run protected against pavement loading the same way as other in-ground AGL cabling.

Specification

Technical Parameters

ParameterTypical Value
Sensor TypeRTD (PT100), Thermocouple (Type K/T), or Infrared
Temperature Range-40°C to +85°C (-40°F to +185°F)
Accuracy±0.3°C (RTD) or ±1°C (IR)
Response Time< 10 seconds (contact), < 1 second (IR)
Output Signals4‑20 mA, 0‑10 V, MODBUS, SDI‑12
Operating Temperature-40°C to +85°C
Protection ClassIP67 / IP68 (contact probes)
Load Capacity> 100,000 kg (wheel load for flush‑mount probes)
Supply Voltage12‑36 VDC or 100‑240 VAC (power supply unit)
Mounting TypeFlush-mounted in pavement, or elevated (IR)
Cable LengthTypically 5‑30 m to junction box
Power Supply

Electrical Requirements

RequirementTypical Value
Circuit PositionStandalone powered sensor, embedded or surface-mounted in pavement
Supply Voltage12‑36 VDC or 100‑240 VAC (via power supply unit)
IsolationSensor circuit isolated from mains via the PSU; signal output kept separate from power input
EarthingEnclosure/cable armour bonded to local earth
Fault ProtectionSurge protection on sensor and power lines (embedded sensors are lightning-exposed)
Compliance

Applicable Standards

ICAO Annex 3

Meteorological services — runway surface condition reporting

FAA AC 150/5200-30

Airport Field Condition Assessments and Winter Operations Safety

SAE ARP5533

Stationary Runway Weather Information System (In-Pavement)

WMO (CIMO)

Guide to meteorological instruments and methods of observation

Prerequisites

Installation Requirements

Cored Hole & Grouting
Civil

Core the mounting hole at each monitoring point and bed the contact probe body in thermally conductive grout so it reads true pavement temperature rather than an air gap.

Load-Rated Housing Fit
Mechanical

Seat the flush-mounted, gasket-sealed housing so it withstands full aircraft wheel loading without disturbing the surrounding pavement surface.

Conduit Stub & Cable Route
Electrical

Run signal cable from the probe through a small conduit stub to a roadside or shoulder-mounted junction box, then in duct back to the remote terminal unit or weather station.

Infrared Unit Siting
Mechanical

For non-contact infrared units, mount above the pavement on a pole or gantry with a clear, unobstructed view of the surface, sited clear of the movement area and applicable frangibility requirements.

Signal Interface Termination
Electrical

Terminate the 4-20 mA or MODBUS/SDI-12 output at the junction box and confirm the interface is correctly wired to the data logger or remote terminal unit before energisation.

Pre-Commissioning Sign-off
Documentation

Record probe position, cable route, and junction box location as-built before backfill or final fixing.

Verification

Testing & Commissioning

Insulation Resistance Test
Pre-Energisation

Megger-test the sensor cable and supply wiring before the probe is grouted or bolted into the pavement, confirming insulation resistance clears the acceptable minimum.

Sensor Calibration Verification
Pre-Energisation

Compare the RTD, thermocouple, or infrared sensor's reading against a calibrated reference thermometer across the expected temperature range, confirming accuracy is within specification.

Output Signal Verification
Energisation

Confirm the 4-20mA, 0-10V, MODBUS, or SDI-12 output signal is correctly received and scaled at the RWIS or control system before final connection.

Response Time Verification
Energisation

Apply a step temperature change and confirm the sensor's response time meets its rated specification (typically under 10 seconds for contact probes, under 1 second for infrared).

Flush-Mount Load & Seal Verification
Final Acceptance

Confirm the flush-mounted probe meets its rated wheel-load capacity and that surface sealing prevents water or de-icing fluid ingress around the sensor face.

Documentation & As-Built Sign-off
Final Acceptance

Record insulation resistance, calibration comparison, output signal, and response-time results alongside as-built sensor position in the commissioning dossier for handover.

Upkeep

Inspection & Maintenance

Calibration Check
Annual

Verify sensor accuracy against a reference thermometer or portable temperature probe placed adjacent to the sensor.

Pre-Winter Physical Inspection
Semi-annual

Inspect flush-mounted sensors for damage from snow plows or rubber removal operations before the winter season begins.

Seal & IP Rating Verification
Annual

Check housing seals and cable glands for moisture ingress, especially after extreme weather events.

Cable & Connector Inspection
Annual

Examine cabling and connectors for corrosion or damage that could introduce reading errors.

Data Feed Latency Check
Quarterly

Verify network configuration and response times so winter maintenance systems receive timely, accurate readings.

Protective Cap & Housing Inspection
Semi-annual

Check protective caps and recessed housings for wear or displacement that could expose the sensor to damage.

Field Notes

Common Field Issues

Sensor Drift and Calibration Shift

Over time, RTD and thermocouple sensors can experience drift due to thermal cycling and mechanical stress. Regular calibration checks (annually) using a reference thermometer are essential to maintain accuracy. In the field, this is often done with a portable temperature reference probe placed adjacent to the sensor.

Mechanical Damage from Snow Plows

Flush‑mounted sensors are vulnerable to damage from snow removal equipment and runway rubber removal operations. Protective caps or recessed designs are recommended. Regular visual inspections and replacement of damaged sensors are critical before the winter season.

Moisture Ingress and Corrosion

The sensor housing and cable glands must be sealed against moisture. Water ingress can cause reading errors or complete failure. Regular inspection of seals and IP rating verification is recommended, especially after extreme weather events.

Data Integration Latency

When integrated with winter maintenance systems, data latency can affect the timeliness of de‑icing decisions. Ensuring proper network configuration and using fast‑response sensors (e.g., IR) can help reduce delays in data transmission.

Diagnostics

Troubleshooting Guide

Readings Drift from a Reference Probe
Likely Cause
RTD or thermocouple drift from thermal cycling and mechanical stress over time.
Diagnostic Steps
Place a portable temperature reference probe adjacent to the sensor and compare readings across a range of temperatures.
Corrective Action
Recalibrate the sensor against the reference, or replace it if it cannot be brought back within tolerance.
Sensor Physically Damaged or Missing
Likely Cause
Snow removal equipment or runway rubber removal operations struck the flush-mounted sensor.
Diagnostic Steps
Visually inspect the sensor and its recessed mounting for cracking, displacement, or missing protective cap.
Corrective Action
Replace the damaged sensor, fit a protective cap or recessed design, and inspect before the winter maintenance season.
Erratic or No Reading
Likely Cause
Water ingress into the sensor housing or cable glands has caused a reading error or complete failure.
Diagnostic Steps
Inspect seals and cable glands for damage; verify the housing's IP rating is intact, especially after a recent extreme weather event.
Corrective Action
Dry out or replace the sensor and reseal the housing, then confirm stable readings before returning it to service.
Delayed Data Reaching the Winter Maintenance System
Likely Cause
Network configuration or a slower-response sensor type is introducing latency that affects de-icing decision timing.
Diagnostic Steps
Measure end-to-end data latency from sensor to the winter maintenance display; review network configuration and sensor response characteristics.
Corrective Action
Optimise the network path, or upgrade to a faster-response sensor (e.g., IR-based) where latency remains unacceptable.
Reliability

Failure Modes & Root Causes

Sensor Element Drift
Medium Severity
Root Cause
RTD or thermocouple element drift accumulating from thermal cycling and mechanical stress over the sensor's service life.
Effect
Readings gradually diverge from a reference probe, potentially affecting de-icing decision accuracy without an obvious failure.
Detection Method
Comparison against a portable temperature reference probe across a range of temperatures, and review of calibration history.
Physical Damage from Ground Equipment
High Severity
Root Cause
Snow removal equipment or runway rubber removal operations striking the flush-mounted sensor during routine airfield operations.
Effect
Sensor is cracked, displaced, or goes missing entirely, resulting in a complete loss of data from that location.
Detection Method
Visual inspection of the sensor and its recessed mounting for cracking, displacement, or a missing protective cap.
Housing Seal Failure
High Severity
Root Cause
Water ingress into the sensor housing or cable glands from degraded seals, often surfacing after an extreme weather event.
Effect
Erratic readings or complete loss of signal from the affected sensor.
Detection Method
Inspection of seals and cable glands for damage, and verification that the housing's IP rating is intact.
Data Latency to Winter Maintenance System
Low Severity
Root Cause
Network configuration or an inherently slower-response sensor type introducing delay between measurement and display.
Effect
De-icing decision timing is affected by stale or delayed temperature data reaching the winter maintenance system.
Detection Method
End-to-end data latency measurement from sensor to display, and review of network configuration and sensor response characteristics.
Precautions

Safety & Operational Notes

Circuit Isolation Before Servicing
Electrical Safety

De-energise and lock out the sensor's power and signal circuit at the field cabinet before disconnecting or replacing the sensor or its cabling.

Airside Work Coordination
Operational

Any work on a pavement-embedded sensor within the movement area requires ATC/airside coordination and a NOTAM where the work will obstruct or close part of the pavement.

FOD Control During Installation or Repair
Operational

Keep tools, sealant offcuts, and coring debris accounted for at all times when the pavement is open, and sweep the area before reopening it to traffic.

Pavement Cutting/Coring Safety
Mechanical

Wear eye and hearing protection when cutting or coring pavement to install or replace a sensor, and confirm the location is clear of buried cables or conduit before cutting.

Winter Maintenance Data Continuity
Operational

Confirm the winter maintenance system has a valid alternate data source or is placed in manual mode before taking a pavement temperature sensor offline during winter operations.

Field Insight

Engineering & Expert Notes

Embedment Depth Trades Response Speed for Durability
Design

A sensor set very close to the pavement surface reads temperature changes faster but is more exposed to mechanical stress from traffic and snow-clearing equipment. Match embedment depth to how the winter maintenance system actually uses the data, not just to the manufacturer's minimum spec.

A Slow Drift Is Easy to Miss Against a Single Calibration Point
Troubleshooting

Comparing a sensor's reading against a single reference check at commissioning won't catch a sensor that drifts gradually over years of thermal cycling. Trend readings against a nearby reference sensor or portable calibrated probe periodically, rather than relying on a one-time acceptance test.

A Failed Sensor Is an Operational Problem Before It's a Maintenance One
Operational

Winter maintenance decisions can depend directly on this sensor's reading, so a fault needs to trigger a fallback data source or manual mode immediately, not wait for the next scheduled maintenance visit. Build the sensor's health status into the winter operations dashboard, not just the asset management system.

Resurfacing Work Is the Highest-Risk Moment for This Sensor
Reliability

Pavement milling and overlay work is a common cause of accidental sensor damage or cable severance, often discovered only when the sensor goes offline weeks later. Flag embedded sensor locations clearly on any resurfacing work package, not just on the original as-built drawings.

Cable Run Length Affects Signal Integrity More Than Expected
Electrical

Long cable runs from a pavement-embedded sensor back to the field cabinet can introduce measurable signal degradation or noise pickup, particularly where the run parallels high-current cabling. Verify signal quality at the cabinet end after any nearby cabling work, even if the sensor itself wasn't touched.

Sealant Choice Around the Sensor Matters Long-Term
Durability

The sealant used to reinstate the pavement around a sensor needs to handle the same freeze-thaw and de-icing chemical exposure as the surrounding pavement, or it becomes the first thing to fail and let moisture reach the sensor and cabling. Specify sealant to the pavement's actual service environment, not a generic patching compound.

Quick Answers

Frequently Asked Questions

Short answers about pavement temperature sensors: why they matter, types, accuracy, installation, standards, maintenance and common faults.

Q1What is a pavement temperature sensor?

A pavement temperature sensor is a monitoring device installed in an airfield pavement surface to measure asphalt or concrete temperature. Its real-time data supports winter maintenance, friction assessment, pavement monitoring, flight planning and protection of AGL equipment.

Q2Why measure pavement temperature instead of air temperature?

The same air temperature can mean very different surface conditions depending on solar loading, wind and precipitation history, and it is the surface, not the air, that determines when ice forms. Measured pavement temperature lets crews time anti-icing and de-icing treatments to when they are needed.

Q3What types of sensor are used?

Contact sensors (RTD/PT100 or thermocouple) in a metallic probe set flush in the pavement, and infrared (IR) non-contact sensors mounted above the surface on a pole or gantry.

Q4How accurate is a pavement temperature sensor?

About ±0.3 °C for RTD and ±1 °C for IR, over −40 °C to +85 °C. Response time is under 10 seconds for contact probes and under 1 second for IR.

Q5Where are the sensors installed?

At the touchdown zone, mid-point and far end of runways, plus key taxiway and apron locations, and on instrumented pavements alongside weather stations and friction measurement systems. Contact probes sit in a cored hole bedded in thermally conductive grout so they read true pavement temperature.

Q6What outputs and supply does a sensor need?

Outputs are 4–20 mA, 0–10 V, Modbus or SDI-12 over typically 5–30 m of cable to a junction box, powered from 12–36 VDC or 100–240 VAC through a PSU. Surge protection on sensor and power lines matters because embedded sensors are lightning-exposed.

Q7Can a flush-mounted sensor take aircraft loads?

Yes. Flush-mount probes are rated above 100,000 kg wheel load with IP67/IP68 protection, though snow ploughs and rubber removal can still damage them.

Q8Which standards apply to pavement temperature sensors?

The main references are ICAO Annex 3, FAA AC 150/5200-30 (field condition assessments and winter operations), SAE ARP5533 (in-pavement runway weather information systems) and the WMO (CIMO) guide to meteorological instruments. Always verify the current edition and your national authority's requirements.

Q9How often should a pavement temperature sensor be maintained?

Typical intervals are quarterly for data feed latency checks, semi-annual for pre-winter physical inspection and protective cap and housing inspection, and annual for calibration check against a reference thermometer, seal and IP rating verification and cable and connector inspection. Your approved maintenance programme takes precedence.

Q10Why do sensor readings drift from a reference probe?

RTD and thermocouple drift from thermal cycling and mechanical stress. Compare against a portable reference probe placed beside the sensor across a range of temperatures, recalibrate, or replace the sensor if it cannot be brought back within tolerance.

Q11Why is a sensor damaged, missing or giving erratic or no readings?

Damage or a missing sensor usually follows a strike from snow removal or rubber removal equipment, so replace it, fit a protective cap or recessed design and inspect before winter. Erratic or no readings usually mean water ingress into the housing or cable glands.

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