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Evaluating the CoreLok~(TM) Measurement of Bulk Specific Gravity for Hot Mix Asphalt Samples

机译:评估CoreLok〜(TM)热拌沥青样品的体积比重测量

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摘要

For hot mix asphalt samples with high air voids and high absorption capacity, the saturated surface dry (SSD) method of bulk specific gravity determination yields higher values than predicted. Recently, the CoreLok~(TM) procedure has been found to be a simple, rapid, and nondestructive method for determining bulk specific gravity. This study evaluated CoreLok bulk specific gravity measurements by comparing results for laboratory prepared samples and roadway cores from two types of mixture to those determined by the volumetric and the SSD methods. A linear regression analysis of the results indicated that the SSD and the CoreLok methods had significant differences from the volumetric method for determination of bulk specific gravity. It was found that for most cases, the differences in bulk specific gravity measurements were due to the combined effect of percent air voids and percent absorption. For samples with low air voids, the CoreLok and the SSD methods showed similar but not identical results. For samples with high air voids, the CoreLok method resulted in bulk specific gravity values more representative of the actual values. This study also defined a CoreLok infiltration coefficient (CIC) to evaluate the water infiltration characteristic of dense graded samples. It was shown that fine graded dense mixes had higher CIC values than the coarse graded dense mixes at air void levels around 8%. The study found that water infiltration characteristics of samples with regards to CIC depend on absorption, air void content, and number of air voids.
机译:对于具有高空隙率和高吸收能力的热混合沥青样品,采用体积比重测定的饱和表面干燥(SSD)方法可得到比预期更高的值。最近,已经发现CoreLok〜(TM)程序是确定体积比重的一种简单,快速且无损的方法。这项研究通过比较两种混合物的实验室制备的样品和巷道岩心的结果与通过体积法和SSD方法确定的岩心比重测量结果,评估了CoreLok的容积比重。结果的线性回归分析表明,SSD和CoreLok方法与体积法用于确定比重的方法具有显着差异。已经发现,在大多数情况下,体积比重测量值的差异是由于空隙率和吸收率的综合作用所致。对于气孔较小的样品,CoreLok和SSD方法显示出相似但不相同的结果。对于具有高空隙的样品,CoreLok方法得出的堆积比重值更能代表实际值。这项研究还定义了CoreLok渗透系数(CIC)以评估稠密分级样品的水渗透特性。结果表明,在8%的空气空隙水平下,细级密实混合物的CIC值高于粗级密实混合物。研究发现,就CIC而言,样品的水渗透特性取决于吸收率,气孔含量和气孔数量。

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