A method for predicting asphalt mixture compactability and its influence on mechanical properties.
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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.
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A method for predicting asphalt mixture compactability and its influence on mechanical properties.

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English

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    Technical report; Jan. 2008-Aug. 2008.
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  • Abstract:
    This project aimed at providing better understanding of the factors affecting the uniformity and level

    of compaction; and the performance of asphalt pavements. TxDOT research report 0-5261-1 documented

    some of the findings of this research project. This research report documents the efforts and findings of

    experiments conducted with more test sections. In the first phase of this report, a number of field test sections

    were compacted, and field cores were extracted. These cores were scanned using X-ray Computed

    Tomography (X-ray CT) to capture the air void distributions in these cores. The air void distribution

    correlated well with the compaction effort across the mat. The compaction effort was found to be a function

    of the number of roller passes and the relative location of each pass across the mat. The Compaction Index

    (CI) developed in the TxDOT research report 0-5261-1 was used to quantify the compaction effort at any

    point in the pavement. This index combines the number of roller passes along with the effectiveness of each

    pass on the mat. The compactability of asphalt mixtures in the field correlated well with compactability of

    asphalt mixtures in the laboratory. The CI was used to quantify the compactability of asphalt mixtures in the

    field while the slope of the compaction curves obtained from Superpave Gyratory Compactor was used to

    quantify the compactability of asphalt mixtures in the laboratory.

    In the second phase of this report, the effect of different levels of compaction on the performance of

    asphalt mixtures was studied using a fracture mechanics approach and DEM models. The results showed that

    test specimens with less percent air voids performed better than the ones with higher percent air voids. In

    addition moisture-conditioned specimens performed worse than the dry ones at the same compaction levels.

    Furthermore, guidelines were developed to assist in predicting the compactability in the field based on

    laboratory measurements during the mixture design stage; and to improve the field compaction.

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