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Analysis of the Multiple Stress Creep Recovery Asphalt Binder Test and Specifications for Use in Indiana

机译:印第安那州多重应力蠕变恢复沥青粘合剂测试和规格分析

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摘要

The Superpave specifications and equipment, introduced in 1993, represented a major advancement with respect to offering a better understanding of the behavior and characteristics of asphalt binders based on their rheological properties. However, the Superpave high-temperature test protocol has been shown to be inadequate for characterizing the high-temperature behavior (rutting resistance) of asphalt binders, particularly polymer modified ones. Recently, a specification based on the Multiple Stress Creep Recovery (MSCR) test has been proposed to address the shortcomings of the Superpave high-temperature binder specifications. This study aims to investigate the merits of implementing the MSCR test and specification as a replacement for the conventional high-temperature testing in the Performance Graded (PG) system. A statistical analysis was conducted on a dataset from Indiana Department of Transportation (INDOT) to see how MSCR and PG procedures differ in grading different binders used in the state. In addition, an experimental study was conducted using seventeen different modified and unmodified binders. In addition to binder tests, seven of the binders were selected to conduct asphalt mixture tests such as dynamic modulus and flow number. The results confirm that the MSCR test is a suitable replacement for the current PG high temperature test since it provides a better tool to rank modified asphalt binders as well as unmodified ones. That is, creep compliance from the MSCR test more fundamentally represents binder behavior at high temperatures compared to the PG rutting parameter. In addition, the very simplified approach, known as grade-bumping, used in the current PG system to account for high traffic levels and low speed limits can be eliminated when using the MSCR test. The MSCR test also provides a better coefficient of correlation (at both stress levels) with flow number test results than the PG rutting parameter, again indicating that it more accurately reflects binder performance at high temperatures.
机译:1993年推出的Superpave规格和设备代表了一项重大进步,可以更好地了解基于流变特性的沥青粘合剂的性能和特性。然而,已经证明Superpave高温测试方案不足以表征沥青粘合剂,特别是聚合物改性的沥青的高温性能(耐车辙性)。近来,已经提出了基于多重应力蠕变恢复(MSCR)测试的规范,以解决Superpave高温粘合剂规范的缺点。这项研究旨在研究在性能分级(PG)系统中实施MSCR测试和规范以替代常规高温测试的优点。对印第安纳州运输局(INDOT)的数据集进行了统计分析,以了解MSCR和PG程序在分级该州使用的不同粘合剂时有何不同。另外,使用十七种不同的改性和未改性粘合剂进行了实验研究。除粘合剂测试外,还选择了7种粘合剂进行沥青混合料测试,例如动态模量和流量。结果证实,MSCR试验可替代当前的PG高温试验,因为它提供了一种更好的工具来对改性沥青和未改性沥青进行分级。也就是说,与PG车辙参数相比,MSCR测试得出的蠕变柔顺性从根本上更代表了高温下的粘合剂行为。此外,使用MSCR测试时,可以省去当前PG系统中用于解决高流量水平和低速限制的非常简化的方法,称为坡度颠簸。与PG车辙参数相比,MSCR测试还提供了更好的相关系数(在两个应力水平下)与流量测试结果,再次表明它可以更准确地反映高温下的粘合剂性能。

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