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This specification, designated D2027/D2027M-19 (Reapproved 2024), covers cutback petroleum asphalts of the medium-curing (MC) type for use in the construction and treatment of pavements. It is explicitly stated that the values in SI units or inch-pounds are to be regarded separately as standard, as they may not be exact equivalents. Therefore, each system must be used independently of the other to avoid nonconformance. The standard also includes explanatory notes and footnotes, which are not considered formal requirements of the document. It was developed in accordance with internationally recognized standardization principles set forth by the WTO TBT Committee.
| 🟦 Property / Requirement | 📏 Specified Test Method | 🎯 Key Technical Note |
|---|---|---|
| Material Sampling | D140/D140M | Mandatory for verifying conformity. |
| Flash Point | D3143/D3143M (Tag Open-Cup) | Critical safety and handling parameter. |
| Kinematic Viscosity | D2170/D2170M | Determines flow properties of the cutback. |
| Viscosity at 60 °C [140 °F] | D2171/D2171M | Primary grading property for MC types. |
| Distillation | D402/D402M | Determines distillate and residue. Note: Use receivers with 0.1 mL divisions if standard graduates lack sufficient accuracy. |
| Penetration | D5/D5M | Performed on the residue from the distillation test. |
| Ductility | D113 | Measures flexibility of the distillation residue. |
| Solubility | D2042 / D7553 | In Trichloroethylene or N-Propyl Bromide. |
| Water Content | D95 | Determined by the distillation method. |
Section 3 of the standard establishes strict material behavior criteria. The cutback asphalt shall not foam when heated to the application temperature and must conform to the specific requirements prescribed in the standard’s Table 1. Section 4 mandates that the specific ASTM methods detailed in the table above are used to determine material compliance with these requirements.
Reliable compliance verification begins with proper material sampling, which must strictly follow Practice D140/D140M. The standard emphasizes that the quality of results is heavily dependent on the competence of the testing personnel and the calibration of equipment used. Agencies that meet the rigorous criteria outlined in Specification D3666 are generally recognized as being capable of performing competent and objective testing, sampling, and inspection functions.
🔍 What defines a Medium-Curing (MC) Cutback Asphalt?
MC cutback asphalts are blends of paving asphalt cement and a medium-volatility petroleum solvent, such as kerosene. This formulation allows the material to remain fluid for application before the solvent evaporates, leaving a hard asphalt binder suitable for pavement construction and treatment.
📌 What are the core tests required by this specification?
The specification requires testing for Flash Point (D3143), Viscosity (D2170/D2171), Distillation (D402), Penetration on Residue (D5), Ductility (D113), Solubility (D2042/D7553), and Water Content (D95). All testing must be preceded by proper sampling per D140.
💡 Can I use SI and inch-pound units together when reporting results?
No. Section 1.2 explicitly states that the values in each system may not be exact equivalents. Therefore, each system must be used independently. Combining values from both systems is strictly prohibited as it may lead to a nonconforming product assessment.
⚡ What role does Specification D3666 play in this standard?
Specification D3666 defines the minimum requirements for agencies testing road and paving materials. While using a D3666-compliant agency is strongly advised, the standard explicitly cautions that meeting these requirements alone does not fully guarantee reliable results without comprehensive quality control measures.