Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
ASTM D6372-23 establishes a comprehensive practice for the design, testing, and construction of microsurfacing systems. This standard specifically covers mixtures of polymer-modified asphalt emulsion, mineral aggregate, mineral filler, water, and additives that are properly proportioned, mixed, and spread on paved surfaces. It is intended as a guide to be adapted to meet specific project and user requirements. The standard explicitly states that values in SI units are to be regarded as the standard.
Key terminology includes a specific definition for flashing, which is defined as the excess material overhanging the two parallel bases of a compacted cylindrical test specimen. The practice references critical ASTM standards for material quality, including C131/C131M for coarse aggregate degradation (Los Angeles Abrasion) and D2397/D2397M for cationic emulsified asphalt specifications.
The design of microsurfacing is validated through a series of standardized tests that characterize the emulsion-aggregate system. The standard heavily integrates several ISSA Technical Bulletins alongside ASTM methods to evaluate mix compatibility, stability, and curing behavior.
| 🟦 Test Method | 📏 Standard Reference | 🎯 Measured Property |
|---|---|---|
| Wet Track Abrasion | ISSA TB 100 | Wear resistance and abrasion loss |
| Loaded Wheel & Sand Adhesion | ISSA TB 109 | Excess asphalt in the cured mix |
| Modified Cohesion Tester | ISSA TB 139 | Set time and cure characteristics |
| Aggregate Filler Compatibility | ISSA TB 144 | Schultze-Breuer and Ruck procedures |
| Multilayer Stability | ISSA TB 147 | Vertical and lateral displacement |
| Soundness of Aggregates | ASTM C88/C88M | Durability (sodium/magnesium sulfate) |
Successful microsurfacing construction relies on strict quality control of the constituent materials. The standard integrates specifications for aggregate cleanliness, durability, and emulsion properties to ensure long-term pavement preservation performance.
| 🟦 Material / Property | ⚡ Relevant Specification | 📐 Evaluation Criteria |
|---|---|---|
| Fine Aggregate | ASTM D2419 | Sand Equivalent Value (cleanliness) |
| Coarse Aggregate | ASTM C131/C131M | Resistance to Degradation (LA Abrasion) |
| Emulsified Asphalt | ASTM D2397/D2397M | Viscosity, residue, and stability |
| Oven Temperature Control | ASTM E145 | Specification for gravity-convection ovens |
| Agency Testing | ASTM D3666 | Minimum requirements for testing labs |
🔍 What distinguishes D6372 for microsurfacing from D3910 for slurry seal?
D6372 specifically covers polymer-modified mixes (microsurfacing). This allows for thicker applications, faster cure times, and higher structural properties compared to the conventional unmodified or polymer-modified slurry seals covered under D3910.
💡 Why is the Wet Track Abrasion test (ISSA TB 100) critical in this design practice?
This test simulates the abrasive wear a microsurfacing surface will experience under traffic. It is essential for determining the minimum emulsion content required to prevent aggregate loss and raveling in the field.
⚡ What is the significance of the “flashing” definition in specimen preparation?
Flashing refers to the excess material overhanging the parallel bases of a compacted cylindrical specimen. Proper management of flashing is essential for achieving accurate and repeatable density and stability measurements.
📌 How are the ISSA Technical Bulletins applied alongside ASTM D6372?
The standard provides the overarching framework and references specific tests. The ISSA Bulletins provide the detailed standard operating procedures. Specifically, ISSA A143 provides the recommended performance guidelines and typical specification ranges for the mixture.