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ASTM D4552/D4552M establishes a standardized system for classifying recycling agents utilized in the hot recycling of asphalt concrete. These agents are categorized based on their kinematic viscosity at 60 °C (140 °F), measured in mm²/s, as defined in Section 1.1. This classification does not apply to emulsified recycling agents. The standard explicitly states that it does not address the performance of asphalt binder blends or hot-mix asphalt mixtures containing these recycling agents (Section 1.2). Notes indicate that performance is often evaluated by blending with recycled binder to meet specifications like D946/D946M or D3381/D3381M (Note 1).
Section 1.3 requires that values in SI units or inch-pound units be treated separately, and mixing units may result in nonconformance. Safety concerns are not addressed (Section 1.4), and the standard follows international principles (Section 1.5).
| 🟦 Grade | 📏 Viscosity Range at 60 °C (mm²/s) |
|---|---|
| RA1 | 100 – 200 |
| RA5 | 200 – 400 |
| RA25 | 400 – 800 |
| RA75 | 800 – 1600 |
| RA250 | 1600 – 3200 |
The standard references multiple ASTM test methods for evaluating recycling agents. These include methods for kinematic viscosity (D2170/D2170M), flash point and fire point (D92), and resistance to heat and air (D2872). Other methods for density, sampling, and chemical characterization are also referenced. Table 2 summarizes key methods from the referenced documents.
| ⚡ Test Method | 📌 Description |
|---|---|
| D2170/D2170M | Kinematic Viscosity of Asphalts |
| D92 | Flash and Fire Points by Cleveland Open Cup Tester |
| D2872 | Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test) |
| D2007 | Characteristic Groups by Clay-Gel Absorption Chromatographic Method |
| D70 | Density of Semi-Solid Asphalt Binder (Pycnometer Method) |
| D140/D140M | Practice for Sampling Asphalt Materials |
Per Section 3.1, recycling of deteriorated asphalt pavements is increasingly used for its economy and conservation of raw materials. This classification facilitates the reuse of asphalt concrete aggregates and binders by providing a consistent grading system for recycling agents. By adhering to viscosity grades, users can select appropriate agents to restore aged binder properties, promoting sustainability in pavement construction.
The standard establishes a classification system for recycling agents used in hot recycling of asphalt concrete, based on viscosity at 60 °C.
They are classified by kinematic viscosity in mm²/s at 60 °C, with grades including RA1, RA5, RA25, RA75, and RA250.
Key methods include D2170 for viscosity, D92 for flash point, and D2872 for RTFO. Other methods like D70 and D140 are also referenced.
No, it does not address the performance of asphalt