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Preliminary Investigation of a Test Method to Evaluate Bond Strength of Bituminous Tack Coats

机译:试验方法评价沥青粘性涂层粘结强度的初步研究

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It is generally recognized that a bituminous tack coat is beneficial for improving the bonding strength between two hot-mix asphalt layers. It is also qualitatively recognized that moisture on the surface of the tack coat can impede the bonding performance of the tack coat. Furthermore, varying tack coat application rates and aggregate interaction between hot-mix asphalt layers are also considered to have an effect on the bonding performance of the tack coat. In an effort to quantify the effects of moisture, tack coat application rate and aggregate interaction on bonding performance, a test apparatus and procedure were developed. Three field projects were also constructed and evaluated at various time intervals. Results indicate that water applied to the surface of the tack coat, representing rainwater, significantly reduced the shear strength of the specimens when compared to equivalent sections without water applied. Varying tack coat application rates within the range of 0.091 to 0.362 L/m2 had less of an effect on shear strengths. The use of a tack coat to increase bonding strength was more effective for fine graded mixtures compared to coarse graded mixtures. Aggregate gradations of the mixtures being bonded together played a critical role in the magnitude of the shear strengths achieved. Fine graded mixtures achieved significantly lower shear strengths than the coarse graded mixtures. A field project containing a milled interface achieved the greatest strengths of the projects tested. The single-operator standard deviation of the test procedure was determined to be 66.2 kPa.
机译:通常认识到,沥青粘性涂层有利于提高两个热混合沥青层之间的粘合强度。它还定性认识到钉涂层表面上的水分可以妨碍粘性涂层的粘接性能。此外,不同的粘性涂层涂层速率和热混合沥青层之间的聚集相互作用也被认为是对粘性涂层的粘接性能产生影响。为了量化水分的影响,Tack涂层施用率和聚集相互作用对粘合性能,开发了试验装置和程序。还以各种时间间隔构建和评估三个场项目。结果表明,与不施加水的等效部分相比,施加到雨层涂层表面的水,显着降低了样本的剪切强度。 0.091至0.362 L / M2范围内的各种粘性涂层涂层率在剪切强度的效果较小。与粗分级混合物相比,使用粘性涂层以增加粘合强度对细分混合物更有效。粘合在一起的混合物的聚集灰度在达到剪切强度的幅度中起着关键作用。细分混合物的剪切强度明显低于粗分级混合物。包含铣削界面的现场项目实现了测试的项目的最大优势。测试程序的单次操作员标准偏差是66.2 KPA。

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