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- W628509283 abstract "With the growing trend in shrinking budgets, as well as increased concern for sustainable engineering, there is strong interest in determining how thin jointed concrete pavements can be constructed and still provide predictable long term performance. In 2008, five thin concrete test sections were constructed at the MnROAD pavement test facility toward addressing that question. Design slab thicknesses ranged from 130 to 165mm (5 to 6.5 in.). The sections were constructed on the MnROAD mainline roadway, thus exposing them to accelerated loading in the form of live, high volume interstate traffic. Other than some variations in panel length and dowel type for the thinnest sections, all other design variables were kept constant. This paper summarizes the performance of the test sections after more than two years of traffic and environmental exposure. Several pavement performance parameters were analyzed, including visual distress, joint faulting and load transfer efficiency, panel deflections, and ride quality. Observed performance was also compared to performance predicted by the current Minnesota Department ofTransportation pavement design procedure.Transverse and longitudinal cracking occurred on the thinner sections. Causes for each type of cracking are discussed. While the sections with slabs less than 150mm (6 in.) thick in this study withstood over 1.5 million CESALS before cracking, it is clear the thicker sections have much greater capacity. The data and observations gathered from these cells will benefit the continuing development of mechanistic–empirical design procedures for thin concrete pavements." @default.
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- W628509283 date "2012-09-13" @default.
- W628509283 modified "2023-09-26" @default.
- W628509283 title "Performance of thin jointed concrete pavements subjected to accelerated traffic loading at the MnROAD facility" @default.
- W628509283 doi "https://doi.org/10.1201/b13000-39" @default.
- W628509283 hasPublicationYear "2012" @default.
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