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The ASTM D3497-79 standard specifies a test method for preparing and testing asphalt mixtures to determine dynamic modulus values under sinusoidal loading conditions. Dynamic modulus is defined as the absolute value of the complex modulus, which characterizes the elastic properties of linear viscoelastic materials. For a material to be considered linear, its stress-to-strain ratio must remain independent of the applied stress level. This test method is applicable to asphalt paving mixtures similar to mixes 3A, 4A, 5A, 6A, and 7A as defined in Specification D3515.
The standard recommends a minimum test series comprising three temperatures—41°F (5°C), 77°F (25°C), and 104°F (40°C)—each at loading frequencies of 1, 4, and 16 Hz. This range covers typical service conditions and loading rates for asphalt pavements. The dynamic modulus values obtained are used for both mixture design and pavement thickness design.
| 🟦 Temperature (°F/°C) | 📏 Frequency (Hz) |
|---|---|
| 41 / 5 | 1, 4, 16 |
| 77 / 25 | 1, 4, 16 |
| 104 / 40 | 1, 4, 16 |
The test method defines key terms: dynamic modulus as the absolute value of the complex modulus (E*), which represents the elastic response; complex modulus as the stress-to-strain relationship for linear viscoelastic materials; and linear material as one where the stress-strain ratio is independent of applied stress.
The test procedure involves applying a sinusoidal (haversine) axial compressive stress to a cylindrical specimen of asphalt concrete at a controlled temperature and loading frequency. The resulting recoverable axial strain is measured using two wire strain gages bonded at mid-height on opposite sides of the specimen, wired in a Wheatstone bridge circuit to ensure sensitivity and accuracy. The dynamic modulus is calculated from the measured stress and strain data.
Critical apparatus specifications include an electro-hydraulic testing machine with a function generator capable of producing haversine waveforms over frequencies from 0.1 to 20 Hz and stress levels up to 100 psi (690 kPa). The temperature control system must maintain the chamber within 32 to 120 ± 1°F (0 to 50 ± 0.5°C) and accommodate six specimens. The measurement system includes a two-channel recorder with amplitude independent of frequency up to 20 Hz, capable of determining loads up to 3000 lbf (13.3 kN) with a minimum sensitivity of 2% of the test load per millimeter of chart paper. For strain measurement, the system should cover a full-scale range of 300 to 5000 micro units of strain, with the highest sensitivity setting displaying at least 4 micro strain units per millimeter on the recorded chart.
| 🛠️ Component | ⚡ Specification |
|---|---|
| Testing Machine | Haversine waveform; 0.1–20 Hz; up to 100 psi (690 kPa) stress |
| Temperature Control | Range: 32–120 ± 1°F (0–50 ± 0.5°C); holds 6 specimens |
| Measurement System | Two-channel recorder; load 3000 lbf (13.3 kN); sensitivity 2% per mm |
| Strain Sensitivity | Full scale 300–5000 micro strain; 4 micro strain/mm at highest setting |
Dynamic modulus is the absolute value of the complex modulus (E*) that defines the elastic properties of a linear viscoelastic material when subjected to sinusoidal loading, as outlined in section 3.1.1 of ASTM D3497-79.
The minimum recommended test series includes 41, 77, and 104°F (5, 25, and 40°C) at frequencies of 1, 4, and 16 Hz each to capture the material’s response under diverse service conditions and loading rates, providing comprehensive data for pavement design.
Axial strain is measured by bonding two wire strain gages at mid-height on opposite sides of the specimen, wired in a Wheatstone bridge circuit. The system must achieve a sensitivity of at least 4 micro strain units per millimeter on the recorded chart at the highest setting.
The apparatus must include an electro-hydraulic testing machine capable of haversine waveforms from 0.1 to 20 Hz and stress up to 100 psi (690 kPa), a temperature system controlling from 32 to 120 ± 1°F (0 to 50 ± 0.5°C), and a measurement system with a load capacity of 3000 lbf (13.3 kN) and strain sensitivity as specified.