{"title":"Precision Estimates of AASHTO T 324, “Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt (HMA)”","authors":"H. Azari","doi":"10.17226/22242","DOIUrl":null,"url":null,"abstract":"The Hamburg wheel tracking test (HWTT) has been extensively used to identify asphalt mixtures prone to rutting or moisture damage. AASHTO T 324, “Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt (HMA),” describes the procedure for testing asphalt mixture samples using the HWTT device. The method specifies the testing of submerged, compacted asphalt mixture in a reciprocating rolling-wheel device. The test results provide information about the rate of permanent deformation from a moving concentrated load. However, there is no information on the precision of the test method, including the allowable differences between two replicate measurements in one laboratory or measurements in two laboratories. In addition, important aspects of the test are not sufficiently specified in the test method; these include position of the wheel with respect to specimen, verification of the location of the measurements, specimen preparation and assembly, and analysis and reporting of test data. Because these factors could significantly affect HWTT measurements and performance verification of asphalt mixtures, it is important to identify the factors causing variability of measurements and further specify their limits in the test method. The objective of this study was to determine precision estimates for AASHTO T 324. To accomplish this objective, the research: determined the variability of the deformation measurements after specified number of load passes and the creep slope for well-performing mixtures; determined the variability of the number of passes to threshold deformation, creep slope, stripping slope, and number of passes to the stripping inflection point for poorly performing mixtures; compared the mean and variance of the measured properties of gyratory and slab specimens; compared the mean and variance of properties measured using all measurement locations with those measured using all except the three middle measurement locations and all except two measurement locations at each end; identified causes of variability of the test results; and proposed modifications to the test method for optimum use of the deformation measurements, improvement to the specimen preparation and assembly, and necessary adjustments to the machine components.","PeriodicalId":320718,"journal":{"name":"NCHRP Research Results Digest","volume":"67 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2014-11-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"40","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"NCHRP Research Results Digest","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17226/22242","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 40
Abstract
The Hamburg wheel tracking test (HWTT) has been extensively used to identify asphalt mixtures prone to rutting or moisture damage. AASHTO T 324, “Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt (HMA),” describes the procedure for testing asphalt mixture samples using the HWTT device. The method specifies the testing of submerged, compacted asphalt mixture in a reciprocating rolling-wheel device. The test results provide information about the rate of permanent deformation from a moving concentrated load. However, there is no information on the precision of the test method, including the allowable differences between two replicate measurements in one laboratory or measurements in two laboratories. In addition, important aspects of the test are not sufficiently specified in the test method; these include position of the wheel with respect to specimen, verification of the location of the measurements, specimen preparation and assembly, and analysis and reporting of test data. Because these factors could significantly affect HWTT measurements and performance verification of asphalt mixtures, it is important to identify the factors causing variability of measurements and further specify their limits in the test method. The objective of this study was to determine precision estimates for AASHTO T 324. To accomplish this objective, the research: determined the variability of the deformation measurements after specified number of load passes and the creep slope for well-performing mixtures; determined the variability of the number of passes to threshold deformation, creep slope, stripping slope, and number of passes to the stripping inflection point for poorly performing mixtures; compared the mean and variance of the measured properties of gyratory and slab specimens; compared the mean and variance of properties measured using all measurement locations with those measured using all except the three middle measurement locations and all except two measurement locations at each end; identified causes of variability of the test results; and proposed modifications to the test method for optimum use of the deformation measurements, improvement to the specimen preparation and assembly, and necessary adjustments to the machine components.
汉堡车轮跟踪试验(HWTT)被广泛用于识别容易车辙或受潮损坏的沥青混合料。AASHTO T 324,“汉堡压实热混合沥青(HMA)轮轨测试”,描述了使用HWTT设备测试沥青混合料样品的程序。本方法规定了在往复滚轮装置中浸没、压实沥青混合料的试验。试验结果提供了关于移动集中荷载的永久变形率的信息。然而,没有关于测试方法精度的信息,包括在一个实验室或在两个实验室进行的两次重复测量之间的允许差异。此外,测试的重要方面在测试方法中没有充分规定;这些包括车轮相对于试样的位置,测量位置的验证,试样的准备和组装,以及测试数据的分析和报告。由于这些因素会显著影响沥青混合料的HWTT测量和性能验证,因此确定导致测量变化的因素并在测试方法中进一步规定其限制是很重要的。本研究的目的是确定AASHTO T 324的精度估计。为了实现这一目标,研究确定了荷载通过指定次数后变形测量的变异性和性能良好的混合料的蠕变斜率;确定对于性能较差的混合物,到阈值变形、蠕变斜率、剥离斜率的通道数以及到剥离拐点的通道数的可变性;比较了旋转试件和平板试件的实测性能的均值和方差;比较使用所有测量地点测量的属性的均值和方差与使用除三个中间测量地点外的所有测量地点和两端除两个测量地点外的所有测量地点测量的属性的均值和方差;确定检测结果可变性的原因;并对测试方法进行了修改,以优化变形测量的使用,改进了试样的制备和组装,并对机器部件进行了必要的调整。