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Superpave mix design manual sp2


VMA above the asp portal pdf file minimum listed in Table.
American Association of State Highway and Transportation Officials.
This asphalt content then must meet several other requirements: Air voids at Ninitial 11 percent (for latest ps3 update 4.40 design esals 3 million). .
Note that traffic loading numbers are based on the anticipated traffic level on the design lane over a 20-year period regardless of actual roadway design life (aashto, 2000b 5 ).See Table 5 for specifics.Air voids at Nmax 2 percent. .Surveys Superpave Dust to Binder Ratio Survey Questions aashto M 323 (Superpave Volumetric Mix Design) allows an agency to modify the required dust to binder ratio from.6-1.2.8-1.6 if the aggregate gradation passes beneath the PCS Control Point.Mixes that compact too quickly (air voids at Ninitial are too low) may be tender during construction and unstable when subjected to traffic.A new method of asphalt binder evaluation.
Gradation Specifications Superpave mix design specifies aggregate gradation control points, through which aggregate gradations must pass. .
Second, it places consensus requirements on coarse and fine aggregate angularity, flat and elongated particles, and clay content. .Typical procedures are available in the following documents: Roberts,.L.; Kandhal,.S.; Brown,.R.; Lee,.Y.Number of Gyrations for Ninitial, Ndesign and Nmax (from aashto, 2001 4 ps 2 game iso ) 20-yr Traffic Loading (in millions of esals) Number of Gyrations Ninitial Ndesign Nmax Less than.3 to to 8 (7) 100 (75) 160 (115) 10 to When the estimated 20-year design traffic.VFA within the range listed in Table.Screen shot from HMA View showing a typical aggregate blend from 4 stockpiles.



Gradation and Size, aggregate gradation influences such key HMA parameters as ( read about these parameters here ) stiffness, stability, durability, permeability, workability, fatigue resistance, frictional resistance and resistance to moisture damage (Roberts., 1996 1 ). .


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