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- W2107549809 abstract "Strategic Highway Research Program (SHRP) A407 recommends that aggregate gradations pass below the restricted zone as traffic level increases. The aggregate gradation curve of most of the SUPERPAVE mixes used today, especially in the Southeast region of the United States, follows a typical S shape with fines lying slightly below the restricted zone. Such a gradation yields a relatively coarse mix; however, the use of gradation with fines slightly above the restricted zone is technically acceptable according to SHRP specifications. Since such a mix is similar to the I-1 or I-2 surface mixture used by the North Carolina Department of Transportation for surfacing of secondary roads, it will be more economical as well as more amenable to acceptance by field engineers. The use of natural sand will reduce the build up of fines in the stone quarries and encourage the use of reclaimed asphalt pavement material. This study investigated the use of natural sand in the fine and coarse gradations for the surface course mixtures. The mixtures were designed using the SUPERPAVE mix design approach and were evaluated for their performance in terms of resistance to rutting, fatigue and moisture damage. In addition, the accelerated performance of these mixtures was also evaluated using the Asphalt Pavement Analyzer." @default.
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- W2107549809 date "2001-08-01" @default.
- W2107549809 modified "2023-09-24" @default.
- W2107549809 title "PERFORMANCE EVALUATION OF FINE GRADED SUPERPAVE MIXTURES FOR SURFACE COURSES" @default.
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