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- W655520775 abstract "In this article, the author describes recent research into the effects of improperly compacted hot mix asphalt (HMA) due to thinness. While thickness to nominal maximum aggregate size (t/NMAS) is generally recommended to be at 3.0, most state agencies recommend this number to be 4.0 for practical purposes. In order to establish more firmly the proper compaction rates, a field study was conducted by creating a series of seven sections of asphalt of varying NMASs, gradations, and mix types (specifically Superpave and SMA) on the 2003 NCAT Test Track. The article first describes the method of this field experiment, then gives an overview of the results. Researchers found that there is a 2 percent difference between 2.0 t/NMAS and that of optimum t/NMAS which means that the density of fine-graded HMA at the t/NMAS ratio of 2 will be 2.6% lower than the density at optimum t/NMAS (4.6% for coarse-graded HMA). In agreement with many state regulations and the general regulations of keeping t/NMAS at levels of 3.0-4.0, researchers found an almost insignificant difference between these the compaction rates and optimum rates for both fine and coarse-graded mixtures. The article recommends that the t/NMAS be rated at 3 for fine-graded HMA and 4 for coarse-graded HMA in order to achieve proper compaction." @default.
- W655520775 created "2016-06-24" @default.
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- W655520775 date "2006-01-01" @default.
- W655520775 modified "2023-09-23" @default.
- W655520775 title "Effect of Lift Thickness on Compaction of HMA" @default.
- W655520775 hasPublicationYear "2006" @default.
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