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This standard, D3744/D3744M-18, outlines a test method for determining the durability index of aggregates. The durability index indicates the relative resistance of an aggregate to producing detrimental clay-like fines under specified mechanical degradation in the presence of water. This test is designed for prequalification of aggregates used in transportation facilities.
Units: The standard uses both SI and inch-pound units, but they are not exact equivalents. For specific sections, only inch-pound units are provided due to equipment manufacturing standards.
For coarse aggregate, a sample is prepared to a specific grading and washed in a washing vessel on a mechanical agitator for 2 minutes. The minus 4.75-mm (No. 4) material is discarded, and the washed sample is dried. The sample is then agitated for 10 minutes, and a representative portion of the wash water with minus 75-µm (No. 200) fines is collected. This is mixed with a calcium chloride solution and allowed to sediment for 20 minutes. The sediment height is measured to calculate the coarse aggregate durability index (Dc).
For fine aggregate, a specific quantity is washed and similarly processed, following separate procedures to evaluate its durability.
| 📏 Sieve Specification | 🎯 Opening Size |
|---|---|
| No. 4 | 4.75 mm |
| No. 200 | 75 µm |
| 🟦 Test Phase (Coarse Aggregate) | ⏱ Duration |
|---|---|
| Initial Wash | 2 minutes |
| Main Agitation | 10 minutes |
| Sedimentation | 20 minutes |
The durability index is calculated from the sediment column height. The index value helps assess the aggregate’s resistance to degradation, which is crucial for construction quality. The test method references several ASTM standards for sample preparation and testing, including C127, C136/C136M, and D2419.
Related Standards: The test relies on proper sieve analysis (C136/C136M) and reducing samples to testing size (C702/C702M).
It determines the resistance of an aggregate to producing harmful fines when mechanically degraded in water, used for prequalification in transportation construction.
The coarse aggregate is prepared to a specific grading, washed for 2 minutes, and the minus No. 4 material is discarded before the main agitation.
Both SI and inch-pound units are used, but they are not interchangeable. Specific sections only use inch-pound units due to equipment design.
Because each fraction has different degradation characteristics and test requirements, separate procedures ensure accurate durability assessment for both.