93.080.20 道路建筑材料 标准查询与下载

ASTM D6114/D6114M-19 沥青橡胶粘合剂的标准规范

1.1 This specification covers asphalt-rubber binder, consisting of a blend of asphalt binder, ground recycled tire (that is, vulcanized) rubber, and other additives, as needed, for use as binder in pavement construction. The rubber shall be blended and interacted in the hot asphalt binder sufficiently to cause swelling of the rubber particles prior to use. 1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard. 1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.4 Since a precision estimate for this standard has not been developed, the test method is to be used for research and informational purposes only. Therefore, this standard should not be used for acceptance or rejection of a material for purchasing purposes. NOTE 1—The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors. 1.5 The following precautionary caveat pertains to the test method portions only, Sections 4 and 5 of this specification: 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Specific precautionary statements are given in 4.3.2. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Asphalt-Rubber Binder

JT/T 1211.2-2019 公路工程水泥混凝土用快速修补材料 第2部分：聚合物树脂修补材料

Rapid repair materials for cement concrete in highway projects Part 2: Polymer resin repair materials

JT/T 1264-2019 沥青路面雾封层材料 还原剂类雾封层材料

Asphalt pavement fog seal material reducing agent fog seal material

DB37/T 3566-2019 沥青路面乳化沥青厂拌冷再生技术规范

Technical specifications for asphalt pavement emulsified asphalt plant mix cold recycling

DB37/T 3564-2019 抗车辙抗疲劳高模量沥青混合料设计与施工技术规范

Technical specification for design and construction of anti-rutting and anti-fatigue high modulus asphalt mixture

DB22/T 2980-2019 橡胶粉改性沥青及其混合料应用技术规范

Technical specifications for the application of rubber powder modified asphalt and its mixture

ASTM E3209-19 用磁脉冲感应法测定路面厚度的标准试验方法

Standard Test Method for Pavement Thickness by Magnetic Pulse Induction

DB51/T 2569-2019 四川岩沥青改性沥青路面技术规范

本标准规定了四川岩沥青改性沥青（以下简称岩沥青）及沥青混合料技术应用的材料要求、抽样及判定、包装、标志、运输、储存。 本标准适用于四川省各等级公路与城市道路新建、改扩建及养护维修工程沥青路面。

Sichuan rock asphalt modified asphalt pavement technical specification

ASTM D8225-19 用中温间接拉伸开裂试验测定沥青混合料抗裂指数的标准试验方法

1.1 This test method covers the procedures for preparing, testing, and measuring asphalt mixture cracking resistance using cylindrical laboratory-prepared asphalt mix samples or pavement cores. Testing temperatures are selected from the long-term pavement performance (LTPP) database intermediate temperatures. The test method describes the determination of the cracking tolerance index, CTIndex, and other parameters determined from the load-displacement curve. These parameters can be used to evaluate the resistance of asphalt mixtures to cracking. 1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Method for Determination of Cracking Tolerance Index of Asphalt Mixture Using the Indirect Tensile Cracking Test at Intermediate Temperature

ISO 13473-1:2019 使用表面轮廓表征路面纹理 - 第1部分:平均轮廓深度的确定

This document describes a test method to determine the average depth of pavement surface macrotexture (see Clause 3) by measuring the profile of a surface and calculating the texture depth from this profile. The technique is designed to provide an average depth value of only the pavement macrotexture and is considered insensitive to pavement microtexture and unevenness characteristics. The objective of this document is to make available an internationally accepted procedure for determination of pavement surface texture depth which is an alternative to the traditionally used volumetric patch technique (generally using sand or glass beads), giving comparable texture depth values. To this end, this document describes filtering procedures that are designed to give the best possible representation of texture depths determined with the volumetric patch method[13]. Modern profilometers in use are almost entirely of the contactless type (e.g. laser, light slit or light sheet, to mention a few) and this document is primarily intended for this type. However, this does not exclude application of parts of it for other types of profilometers. This ISO 13473 series has been prepared as a result of a need identified when specifying a test surface for vehicle noise measurement (see ISO 10844:2014[6]). Macrotexture depth measurements according to this document are not generally adequate for specifying test conditions of vehicle or traffic noise measurements, but have limited applications as a supplement in conjunction with other ways of specifying a surfacing. This test method is suitable for determining the mean profile depth (MPD) of a pavement surface. This MPD can be transformed to a quantity which estimates the macrotexture depth according to the volumetric patch method. It is applicable to field tests as well as laboratory tests on pavement samples. When used in conjunction with other physical tests, the macrotexture depth values derived from this test method are applicable to estimation of pavement skid resistance characteristics (see e.g. Reference [15]), estimation of noise characteristics and assessment of the suitability of paving materials or pavement finishing techniques. The method, together with other measurements (where applicable), such as porosity or microtexture, can be used to assess the quality of pavements. This document is adapted for pavement texture measurement and is not intended for other applications. Pavement aggregate particle shape, size and distribution are surface texture features not addressed in this procedure. The method is not meant to provide a complete assessment of pavement surface texture characteristics. In particular, it is known that there are problems in interpreting the result if the method is applied to porous surfaces or to grooved surfaces (see Annex B). NOTE Other International Standards dealing with surface profiling methods include, for example, References [1], [2] and [3]. Although it is not clearly stated in these, they are mainly used for measuring surface finish (microtexture) of metal surfaces and are not intended to be applied to pavements. 

Characterization of pavement texture by use of surface profiles — Part 1: Determination of mean profile depth

JT/T 532-2019 桥梁用碳纤维布（板）

Carbon fiber cloth (plate) for bridges

JT/T 1238-2019 半柔性混合料用水泥基灌浆材料

Cement-based grouting materials for semi-flexible mixtures

JT/T 531-2019 桥梁用芳纶纤维布（板）

Aramid fiber cloth (board) for bridges

ASTM D6307-19 用点火法测定沥青混合料中沥青含量的标准试验方法

1.1 This test method covers the determination of asphalt content of asphalt mixture and asphalt pavement samples by removing the asphalt cement in an ignition furnace. The means of sample heating may be the convection method or direct irradiation method. NOTE 1—Aggregate obtained by this test method may be used for sieve analysis. Particle size degradation may occur with some aggregates. 1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Method for Asphalt Content of Asphalt Mixture by Ignition Method

BS EN 12697-33:2019 沥青混合物 测试方法 碾压机制备的试样

Bituminous mixtures. Test method. Specimen prepared by roller compactor

ASTM E2177-19 在标准湿度条件下测量路面标线反向反射亮度系数（RL）的标准试验方法

Standard Test Method for Measuring the Coefficient of Retroreflected Luminance (RL) of Pavement Markings in a Standard Condition of Wetness

KS F 2574-2018(2023) 底基层再生骨料

Recycled aggregate for subbase

KS F 2574-2018 对于基层再生骨料

Recycled aggregate for subbase

ASTM D7196-18 冷拌乳化沥青样品的剥离试验的标准试验方法

1.1 This test method measures the resistance to raveling characteristics of emulsified asphalt and field aggregates or recycled asphalt pavement (RAP) mixtures by simulating an abrasion similar to early return to traffic. 1.2 A precision and bias statement for this standard has not been developed at this time. Therefore, this standard should not be used for acceptance or rejection of a material for purchasing purposes. 1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.4 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Method for Raveling Test of Cold-Mixed Emulsified Asphalt Samples

ASTM C1781/C1781M-18 透水性单位路面系统表面渗透率的标准试验方法

Standard Test Method for Surface Infiltration Rate of Permeable Unit Pavement Systems