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作废 ASTM D7229-08(2013)e1
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Standard Test Method for Preparation and Determination of the Bulk Specific Gravity of Dense-Graded Cold Mix Asphalt (CMA) Specimens by Means of the Superpave Gyratory Compactor (Withdrawn 2021) 通过Superpave旋转式压实机制备和确定浓缩沥青(CMA)样品的体积比重的标准测试方法
发布日期: 2013-12-01
废止日期: 2021-05-05
1.1本试验方法涉及使用Superpave旋转压实机(SGC)制备和压实密实级配冷拌沥青(CMA)的圆柱形试样。 1.2本试验方法适用于在环境温度下制备的道路混合料或工厂混合料。 1.3本试验方法还涉及测定压实CMA的体积比重。 1.4以国际单位制表示的数值应视为标准值。本标准不包括其他计量单位。 1.5目前尚未制定本试验方法的精度和偏差声明。因此,本试验方法不应用于验收或拒收用于采购目的的材料。 1.6 本标准并非旨在解决与其使用相关的所有安全问题(如有)。本标准的用户有责任在使用前制定适当的安全和健康实践,并确定监管限制的适用性。 ====意义和用途====== 4.1本试验方法用于制备试样,以测定固化压实试样的体积比重。它涵盖了通过SGC制备CMA的试验方法D6925的修改。 4.2本试验方法有助于监测压实过程中试样的密度。它适用于CMA的实验室设计和现场控制。 4.3应制定当地最终用途规范,以确保符合工作和用户要求。
1.1 This test method concerns the preparation and compaction of cylindrical specimens of dense-graded cold mix asphalt (CMA) using the Superpave gyratory compactor (SGC). 1.2 This test method is applicable for road mixes or plant mixes prepared at ambient temperatures. 1.3 This test method also refers to the determination of the bulk specific gravity of the compacted CMA. 1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.5 A precision and bias statement for this test method has not been developed at this time. Therefore, this test method should not be used for acceptance or rejection of a material for purchasing purposes. 1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. ====== Significance And Use ====== 4.1 This test method is used to prepare specimens for determination of the bulk specific gravity of a cured compacted specimen. It covers modifications to Test Method D6925 for preparation of CMA by means of the SGC. 4.2 This test method is useful for monitoring the density of the specimen during the compaction process. It is suitable for laboratory design and field control of CMA. 4.3 Local end-use specifications should be developed to establish conformance to the job and user requirements.
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