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What is Thermal Segregation in Asphalt Pavements?

Asphalt Paving · Pavement Construction · Quality Control 8 languages
Definition
Thermal segregation is a large temperature difference across an uncompacted hot-mix asphalt mat that leaves cooler zones with too little compaction.

Thermal segregation is a large temperature difference across an uncompacted hot-mix asphalt (HMA) mat, caused by cooler mix that goes into the mat. It is also called temperature segregation.

How it forms

The cooler mix is a crust that forms while the load travels from the plant to the site. The crust reaches the cessation temperature sooner than the rest of the mat. Cessation temperature is the point where rollers can no longer compact the mix. It is commonly taken as 175°F (79°C). A difference of more than about 25°F (14°C) can cause compaction problems. The cooler areas stay less dense and have more air voids.

Aggregate segregation gives the same symptoms and the same damage mechanism, so the two are easy to confuse.

In a TxDOT demonstration on Dyer Street in El Paso, severe segregation came from the ends of truck loads. Cold spots recurred about 200 ft (61 m) apart.

How crews measure it

TxDOT requires one thermal profile of the mat for each sublot, over about 150 ft (46 m) directly behind the paver. TxDOT calls a difference of more than 25°F and up to 50°F moderate segregation. It calls a difference of more than 50°F severe. For severe segregation, the crew must suspend paving and remove the cause.

A paver-mounted thermal profiler records a continuous infrared map of the new mat. A hand-held camera is the alternative, but it is harder to use to locate problem areas.

Airport specifications

FAA AC 150/5370-10H (2018) has no temperature-differential limit. It controls the cause instead. Item P-401 requires insulated or heated truck beds and covers when needed to hold delivery temperature. Its engineer’s note says contractors must use an MTV with remixing for runways and taxiways designed for aircraft of 100,000 lb (45,360 kg) or more. The note recommends an MTV for other pavements when its weight will not damage them. The resident project representative (RPR) may reject mix on the truck or in the mat after a visual or temperature check. The contractor must remove and replace segregated areas of the surface course.

Thermal segregation is a construction-quality problem. This page does not claim that a survey can find it, and the PAVER manual has no distress type for it. A survey records the later damage. One example is raveling, the loss of coarse aggregate from the surface.

Frequently Asked Questions

What temperature difference counts as thermal segregation?
A difference of more than about 25°F (14°C) across the mat can cause compaction problems. TxDOT classes a difference of 25°F to 50°F as moderate and more than 50°F as severe. These are one agency's limits. The FAA specification gives no temperature limit.
How is thermal segregation found during paving?
Crews measure the mat temperature directly behind the paver. They use a thermal camera or a paver-mounted thermal profiler. The profiler records a continuous infrared map of the new mat. Colder areas show where the mix is not uniform.
How do airport specifications limit thermal segregation?
FAA AC 150/5370-10H has no temperature limit. Its note requires a material transfer vehicle (MTV) with remixing for runways and taxiways for aircraft of 100,000 lb (45,360 kg) or more.

References

pavement-interactive-temp
Segregation & Temperature Differentials Pavement Interactive (Pavement Tools Consortium)
pavement-interactive-agg
Aggregate Segregation Pavement Interactive (Pavement Tools Consortium)
txdot-pavement-manual-7-5
Pavement Manual, section 7.5 Thermal Profiling Texas Department of Transportation (TxDOT)
tti-5-4577-05-1
Statewide Implementation of Pave-IR in the Texas Department of Transportation (Report 5-4577-05-1) Texas Transportation Institute for TxDOT and FHWA, Sebesta and Scullion, 2011
paver-asphalt-manual
PAVER Distress Identification Manual, Asphalt Surfaced Airfields US Army Corps of Engineers ERDC-CERL

This is a reference entry. TarmacView provides drone inspection services and doesn't sell the equipment or materials described in this glossary.

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05 PAGES

Related terms

03 TERMS
Hot Mix Asphalt
glossary

Hot Mix Asphalt

Hot mix asphalt (HMA) is a paving mixture of aggregate and asphalt binder, mixed in a plant and compacted while hot. What FAA P-401 requires and what to check on it.

Asphalt Cement (Asphalt Binder)
glossary

Asphalt Cement (Asphalt Binder)

Asphalt cement is the binder that holds the aggregate together in hot-mix asphalt. How it is graded, what the FAA specifies for airfields, and the surface distress it causes.

WMA Additive
glossary

WMA Additive

A warm mix asphalt (WMA) additive is a material that lets asphalt be mixed and placed at lower temperatures than hot mix asphalt. Types, benefits and the FAA P-401 context.

Further reading

02 ARTICLES
Runway Surface Inspection: What a Drone Scan Actually Sees
Runway Surface Inspection: What a Drone Scan Actually Sees
blog

Runway Surface Inspection: What a Drone Scan Actually Sees

What a drone pavement scan resolves on a runway, what it cannot, how ground sample distance sets the smallest measurable crack, and how a scan becomes…

AUG 15 2026 11 MIN
From Surface Distress to Foreign Object Damage
From Surface Distress to Foreign Object Damage
blog

From Surface Distress to Foreign Object Damage

Most runway FOD is not dropped, it is shed by the pavement. How raveling, spalling and joint failure make debris, and which distress to seal first.

AUG 15 2026 9 MIN