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- W2222544891 abstract "In some asphaltic concrete mixes asphalt absorption in field mixes is difficult to predict by the routine mix design tests presently being used. Latent or slow absorption in hot mixes is hard to compensate for in field control due to aggregate gradations being near maximum density. If critical asphalt need could be changed by increasing voids in the mineral aggregate (VMA) so that more freedom could be exercised in compensating for the absorption, this may aid in design. The VMA can be related to composite gradation of total aggregate in a mixture, i.e., if a composite gradation of aggregate is finer than that of maximum density curve, the VMA will be greater than that of a mix of maximum density. The typical gradation of Iowa Type 'A' mixes is finer than a gradation which is near the centerline of the specification at sieves larger than the No. 30 and coarser at the lower sieve sizes. The mixes of the typical gradation will have higher VMA than those of the near centerline mixes. By studying properties of the mixes of the typical gradation and comparing them with those of the mixes of maximum density, it may aid in the modification and simplification of the present testing methods and specification requirements while still maintaining control of quality of the mix by controlling voids, stability, gradation and asphalt content." @default.
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- W2222544891 date "1968-08-01" @default.
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- W2222544891 title "Study of Type 'A' Asphaltic Concrete Surface Mix Design" @default.
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