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American Association of State and Highway Transportation Officials, 2009
Publisher: AASHTO
File Format: PDF
$44.00$89.00
Pages:19
File Size:1 file , 1.1 MB
Note:This product is unavailable in Ukraine, Russia, Belarus
This standard practice covers the determination of low-temperature properties of asphalt binders using data from the bending beam rheometer (AASHTO T 313) and the direct tension tester (AASHTO T 314). This standard practice can be used on data from unaged material or from material aged using AASHTO T 240 (RTFOT), R 28 (PAV), or T 240 (RTFOT) and R 28 (PAV). This standard practice can be used on data generated within the temperature range from +6 to –36°C.
This standard practice is only valid for data on materials that fall within the scope of suitability for both test methods AASHTO T 313 and T 314.
This standard practice can be used to determine the following:
While this standard practice determines the critical cracking temperature for typical hot mix asphalt (HMA), the intent of this standard practice is grading of asphalt binder according to AASHTO M 320, not performance prediction for asphalt pavement. This standard practice should not be used in lieu of AASHTO T 322.
Note—The algorithms contained in this standard require implementation by a person trained in the subject of numerical methods and viscoelasticity. However, due to the complexity of the calculations they must, of necessity, be performed on a computer. Software to perform the calculations may be written or purchased as a spreadsheet or as a stand-alone program.
This standard was formerly designated as provisional standard PP 42.
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