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American Association of State and Highway Transportation Officials, 2009
Publisher: AASHTO
File Format: PDF
$20.00$40.00
Pages:11
File Size:1 file , 340 KB
Note:This product is unavailable in Ukraine, Russia, Belarus
This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design and minimum pavement design temperatures. This specification contains Table 1, Table 2, and Table 3. If no table is specified, the default is Table 1.
Table 2 incorporates AASHTO R 49 for determining the critical low cracking temperature using a combination of AASHTO T 313 and T 314 test procedures.
Table 3 incorporates AASHTO TP 70 (MSCR) for determining non-recoverable creep compliance, Jnr. For Table 3, “S”, “H”, or “V” grade must be specified for standard, high, or very high traffic loading, respectively.
For asphalt cements graded by viscosity at 60°C, see AASHTO M 226.
AASHTO R 29 provides information for determining the performance grade of an asphalt binder.
Standard Method of Test for Determining the Relative Density (Specific Gravity) and Absorption of Lightweight Aggregate for Internally Cured Concrete Mixtures
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Standard Method of Test for Determining the Permanent Shear Strain and Stiffness of Asphalt Mixtures Using the Superpave Shear Tester (SST)
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Standard Method of Test for Time of Setting of Hydraulic Cement Paste by Gillmore Needles (ASTM Designation: C266-20)
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Standard Method of Test for Determining the Fracture Energy of Asphalt Mixtures Using the Semicircular Bend Geometry (SCB)
