Implementation of the soil compactor analyzer into test method TEX-113-E : technical report.
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2012-04-01
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Edition:Technical report; Sept. 2008-Aug. 2010.
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Abstract:Test method Tex-113-E prepares laboratory aggregate base test specimens with an impact hammer ; compactor. These specimens are used for compaction characteristics and design tests. Although the ; historical Tex-113-E required a certain amount of compaction energy, no method to validate attainment of ; that energy existed until Texas Department of Transportation (TxDOT) Project 0-5135 developed the Soil ; Compactor Analyzer (SCA). The SCA measures the kinetic energy applied by each drop of the impact ; hammer. In this project, the SCA system was modified to control the compactor, where the SCA starts the ; machine and then turns off the compactor when the prescribed amount of energy is attained. This project ; then evaluated how changing the machine operational parameters, such as hammer weight, drop height, and ; number of blows per lift, impacted test results. In this evaluation, the SCA was used in all cases to control ; the compactor, so the prescribed amount of total energy was always applied regardless of machine ; operational parameters. The results showed that while using the current TxDOT-approved SCA to control ; total energy per lift between 740 and 765 ft-lbf, the number of blows per lift may vary between 45 and 60 ; with no impact on test results. Finally, this project conducted an interlaboratory study to develop precision ; statistics of Tex-113-E compaction. This study showed that the SCA enables excellent precision of total ; compaction energy. Total compaction energy should be repeatable and reproducible within about 27 ft-lbf, ; or approximately 1 percent of the specification value. Compacted dry density should be repeatable within ; about 2.5 pounds per cubic foot (pcf) and reproducible within about 3.3 pcf.
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