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ASTM D2168-10 covers the essential practices for calibrating mechanical devices used in the laboratory compaction of soils and soil-aggregates. It is strictly applicable for equipment used in conjunction with standards such as Test Methods D698 and D1557, and Practice D6026. The core principle, as specified in Section 1.2, involves adjusting the weight of the mechanical rammer so that the mechanical compactor produces compaction results equivalent to manual compaction methods.
The standard distinguishes between two alternative calibration procedures. A mechanical compactor meeting the requirements of Practice A or Practice B is not required to fulfill the conditions of the alternate practice.
| 📋 Feature | 🟦 Practice A (Section 5) | 🟧 Practice B (Section 6) |
|---|---|---|
| Basis of Calibration | Compaction of a selected soil sample | Deformation of a standard lead cylinder |
| Method Focus | Simulates actual soil compaction results | Provides a physical deformation check |
| Cross-Qualification | Conformance to either Practice A or B is sufficient; the other is not required per Section 1.4. | |
The standard operates under the inch-pound unit system, as noted in Section 1.5, with metric values provided for reference only. It integrates heavily with foundational ASTM geotechnical standards. The following table lists key documents referenced within D2168-10.
| 📏 Standard Designation | 🎯 Title / Purpose |
|---|---|
| D653 | Terminology Relating to Soil, Rock, and Contained Fluids |
| D698 / D1557 | Test Methods for Laboratory Compaction Characteristics of Soil (Standard / Modified Effort) |
| D2487 | Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) |
| D6026 | Practice for Using Significant Digits in Geotechnical Data |
| E11 | Specification for Woven Wire Test Sieve Cloth and Test Sieves |
| E145 | Specification for Gravity-Convection and Forced-Ventilation Ovens |
The purpose, as described in Sections 1.1 and 1.2, is to check and adjust the mechanical device so it yields identical results to manual compaction methods by specifically adjusting the weight of the mechanical rammer.
Practice A (Section 5) relies on the compaction behavior of a selected soil sample to verify the rammer setting. Practice B (Section 6) relies on the physical deformation of a standard lead cylinder. As per Section 1.4, a compactor calibrated to one practice does not need to meet the requirements of the other.
The standard acknowledges that it is common practice in engineering to use “pounds” to represent both mass (lbm) and force (lbf). To avoid confusion, ASTM D2168-10 has been written using the gravitational system of units (lbf for force/weight) for the inch-pound system, while noting that using balances recording lbm for density is acceptable and not a nonconformance.
D2168 is designed to support the calibration of mechanical rammers used specifically in Test Methods D698 (Standard Proctor) and D1557 (Modified Proctor). It also incorporates terminology from D653, soil classification from D2487, and significant digit rules from D6026.