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What is Asphalt Cement?

Pavement · Asphalt 8 languages
Definition
Asphalt cement is the petroleum-derived binder that holds the aggregate together in hot-mix asphalt pavement.

The asphalt cement is the petroleum-derived binder that holds the aggregate together in hot-mix asphalt (HMA). The FAA describes the asphalt surface course of a flexible airfield pavement as aggregates “bound together with asphalt cement or other bituminous binders”. Current FAA specifications call the material “asphalt binder”. In practice both names describe the same product.

How binder is graded

Three grading systems exist, each with an ASTM specification:

  • Penetration grading (ASTM D946) measures the binder at 25 °C.
  • Viscosity grading (ASTM D3381) measures it at 60 °C.
  • Performance grading (ASTM D6373) relates the binder to the maximum and minimum pavement design temperatures. A grade such as PG 64-22 carries the high and the low design temperature.

D6373 binder may be refined from crude petroleum, with or without modifiers. The FAA notes that a PG spread between the high and low temperature of 92 or more typically means the binder is modified.

What the FAA specifies for airfields

Item P-401 in AC 150/5370-10H covers surface courses of flexible airfield pavements for aircraft above 30,000 lb (13,600 kg). The binder must conform to ASTM D6373. The engineer picks the base PG for the climate. The engineer then raises the high-temperature grade for traffic:

Aircraft gross weightAll pavementSlow or stationary aircraft
12,500 lb (5,670 kg) or lessnone1 grade
under 100,000 lb (45,360 kg)1 grade2 grades
100,000 lb (45,360 kg) or more2 grades3 grades

The same item adjusts the grade for recycled material. Up to 20 percent reclaimed asphalt pavement (RAP) changes nothing. Above 20 to 30 percent RAP, the binder is one grade softer, so PG 64-22 becomes PG 58-28. Unmodified binder must not exceed 325 °F (160 °C) when it meets the aggregate. Modified binder must not exceed 350 °F (175 °C).

Item P-404 is a surface course for areas that need a fuel-resistant surface, where fuel spills reach the pavement. Its binder is PG 82-28 or 88-22 with an elastic recovery of at least 85 percent. Once the binder passes the fuel resistance tests, the FAA names it PG 82-28FR or 88-22FR.

What binder shows on the surface

Several asphalt distresses in AC 150/5380-6C and the PAVER manual trace back to the binder:

  • Raveling is the loss of aggregate particles. It may indicate that the binder aged and hardened significantly. Loose pieces become foreign object debris (FOD).
  • Weathering is the wearing away of the binder and fine aggregate matrix from the surface.
  • Stripping is the loss of binder from the aggregate through moisture.
  • Jet blast erosion is a darkened area of burned or carbonized binder.
  • Bleeding is a shiny, sticky film caused by too much binder or too few air voids. Extensive bleeding can severely reduce skid resistance.

An inspection records these surface distresses. The binder grade itself comes from the specification and the certificate of analysis for the mix, not from the surface.

Frequently Asked Questions

Is asphalt cement the same as asphalt binder?
In practice, yes. Both names describe the petroleum-derived binder in hot-mix asphalt. FAA AC 150/5370-10H uses "asphalt binder" for the current performance-graded specification (ASTM D6373). It lists "asphalt cement" in the titles of the older penetration-graded (ASTM D946) and viscosity-graded (ASTM D3381) specifications.
What does a grade such as PG 64-22 mean?
A performance grade (PG) relates the binder to the pavement design temperatures. The first number is the high design temperature in degrees Celsius and the second is the low one. The FAA example is PG 64-22. For a mix with more than 20 to 30 percent reclaimed asphalt pavement, AC 150/5370-10H softens it to PG 58-28.
Can a drone survey show what binder a pavement has?
No. The binder grade comes from the laboratory specification and certificate, not from the pavement surface. A drone survey records surface distress that binder aging or excess can cause, such as raveling, weathering and bleeding. It rates them for a Pavement Condition Index.

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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Related terms

03 TERMS
Asphalt Pavement
glossary

Asphalt Pavement

Asphalt is a mix of mineral aggregate and asphalt binder that forms the surface of flexible airfield pavements. Its layers, its distresses and the FAA specifications.

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 Binder Content
glossary

Asphalt Binder Content

Asphalt binder content is the share of binder in hot-mix asphalt, by mass. How it is tested, what the FAA specification sets, and which surface distresses relate to it.

Further reading

03 ARTICLES
Pavement Condition Index Explained
Pavement Condition Index Explained
blog

Pavement Condition Index Explained

What PCI is, how ASTM D5340 turns observed distress into a 0-100 number, what the deduct-value step does, and what the index cannot tell you about a…

AUG 15 2026 9 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