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American Association of State and Highway Transportation Officials, 2017
Publisher: AASHTO
File Format: PDF
$48.00$96.00
Pages:8
File Size:1 file , 1.5 MB
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 temperature and the minimum pavement design temperature. This specification contains Table 1 and Table 2. 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.
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.
For specifying performance-graded asphalt binder using Multiple Stress Creep Recovery (MSCR), see AASHTO M 332.
Standard Practice for Accelerated Aging of Hot-Poured Asphalt Crack Sealant Using a Vacuum Oven
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Standard Practice for Quality Assurance, Job Site Quality Control, and Reapplication of Protective Sealers for Portland Cement Concrete
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Standard Specification for Steel Strand, Uncoated Seven-Wire for Concrete Reinforcement (ASTM A 416/A 416M-18)
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Standard Specification for Steel Forgings, Carbon and Alloy, for General Industrial Use (ASTM Designation: A668/A668M-17)