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This test method covers the determination of the percent air voids in compacted asphalt mixtures, as outlined in ASTM D3203-22. The values stated in SI units are regarded as standard. This standard is used for evaluating compaction in asphalt paving projects and in mixture design methods.
Key terminology from Section 3 includes:
The calculation of percent air voids requires determining both bulk specific gravity and theoretical maximum specific gravity. The following ASTM standards are referenced for these measurements from Section 2:
| 🟦 Standard | 📐 Description |
|---|---|
| D1188/D1188M | Bulk Specific Gravity of Compacted Asphalt Mixtures Using Coated Samples |
| D2726/D2726M | Bulk Specific Gravity of Non-Absorptive Compacted Asphalt Mixtures |
| D6752/D6752M | Bulk Specific Gravity Using Automatic Vacuum Sealing Method |
| D2041/D2041M | Theoretical Maximum Specific Gravity and Density of Asphalt Mixtures |
| D6857/D6857M | Maximum Specific Gravity Using Automatic Vacuum Sealing Method |
Other referenced standards include D3549/D3549M for specimen thickness, D3666 for agency qualifications, D4460 for precision calculations, and D8 for terminology.
The percent air voids in an asphalt mixture is used as one of the criteria in design methods and for evaluation of compaction imparted in paving projects. Classification based on air voids is summarized below:
| 🟦 Mixture Classification | 📏 Air Voids Content |
|---|---|
| Dense Asphalt Mixtures | Less than 10% |
| Open Asphalt Mixtures | 10% or more |
The quality of results depends on the competence of personnel and the capability, calibration, and maintenance of equipment. Agencies meeting Specification D3666 are generally considered capable of competent testing, but compliance alone does not ensure reliable results.
⚠️ Note: The text of this standard references notes and footnotes providing explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the test method.
🔍 What is the primary use of percent air voids in asphalt mixtures?
It is used as one of the criteria in design methods and for evaluating compaction in asphalt paving projects.
💡 How are dense and open asphalt mixtures distinguished?
Dense mixtures have air voids less than 10% when compacted, while open mixtures have 10% or more air voids. For borderline cases, the mixture is designated open if the calculated air voids is 10% or more.
⚡ What standards are used for bulk specific gravity determination?
ASTM D1188/D1188M for coated samples, D2726/D2726M for non-absorptive mixtures, and D6752/D6752M for the automatic vacuum sealing method.
📌 Are any units other than SI allowed in this standard?
No, the values stated in SI units are regarded as standard, and no other units of measurement are included.