91.100.50;93.080.20 标准查询与下载

BS EN 12274-2:2018 浆料铺面 测试方法 残留粘合剂含量的测定 包括样品的制备

Slurry surfacing. Test methods. Determination of residual binder content including preparation of samples

DIN EN 13588:2018 沥青和沥青粘合剂.用摆振试验测定沥青粘合剂的粘性;德文版本EN 13588-2017

This European Standard specifies a method for measuring the cohesion of bituminous binders at temperatures in the range of - 10 °C to + 80 °C and for expressing the relationship between cohesion and temperature. This method is applicable for pure bitumen, modified bitumen and fluxed bitumen; in the case of fluxed bitumen, the test can be performed on the binder containing fluxant or on binder from which the solvent has been removed. For bitumen emulsions, the test is carried out on the residual binder obtained after recovery and the method used to recover the binder should be reported.

Bitumen and bituminous binders - Determination of cohesion of bituminous binders with pendulum test; German version EN 13588:2017

BS EN 14187-6:2017 冷涂接缝密封剂 测试方法 浸入测试燃料和液体化学品后粘附/内聚性能的测定

Cold applied joint sealants. Test method. Determination of the adhesion/cohesion properties after immersion in test fuels and liquid chemicals

BS EN 14187-4:2017 冷涂接缝密封剂 测试方法 测定浸入测试燃料和液体化学品后质量和体积的变化

Cold applied joint sealants. Test methods. Determination of the change in mass and volume after immersion in test fuels and liquid chemicals

BS EN 14187-8:2017 冷涂接缝密封剂 测试方法 紫外线照射法测定人工风化度

Cold applied joint sealants. Test methods. Determination of the artificial weathering by UV-irradiation

BS EN 14187-2:2017 冷涂接缝密封剂 测试方法 表干时间的测定

Cold applied joint sealants. Test methods. Determination of tack free time

DIN EN 13108-21:2016 沥青混合物.材料规范.第21部分:工厂产品控制.德文版本EN 13108-21-2016

Bituminous mixtures - Material specifications - Part 21: Factory Production Control; German version EN 13108-21:2016

DIN 52096:2016 道路施工填料试验. 填料对沥青的硬化效应. 稳定指数

Testing of filler for road construction - Stiffening effect of filler on bitumen - Stabilization index

ISO 11618:2015 建筑和土木工程设施. 密封剂. 人行道密封剂的分类和要求

Buildings and Civil Engineering Works - Sealants - Classification and requirements for pedestrian walkway sealants

ASTM D4311/D4311M-15 测定调整到基准温度时沥青体积的标准实践规程

3.1 Asphalts change in volume with change in temperature. They are loaded or transferred at widely varying temperatures. Volume correction factors are used to adjust bulk volumes measured at those temperatures to corresponding volumes at a base temperature of 15°C or [60°F] for the purposes of custody transfer and accounting operations. 3.2 Correction factors as provided in this practice have proven to be sufficiently accurate for the intended purposes. 3.3 Coefficients of expansion used for development of data in this practice are as follows: Table Column A Column B 1 0.00035 0.00040 2 0.00063 0.00072 1.1 This practice provides tables of volume correction factors which may be used to convert volumes of asphalt measured at different temperatures to a volume at a standard base temperature. These tables are applicable to all types of asphalts except emulsified asphalts. 1.2 This practice provides tables to convert asphalt volumes to 15°C [60°F] from volumes measured at any temperature from −25 to +275°C [0 to 500°F]. 1.3 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 non-conformance with the standard. Note 1: Correction factors in Table 1 and Table 2 are for use in place of correction factors provided in Guide D1250, which do not address requirements for asphalt specifications.2 (A) Use column A factors for asphalts with density at 15°C of 966 kg/m3 or higher.

Standard Practice for Determining Asphalt Volume Correction to a Base Temperature

ASTM D2042-15 三氯乙烯中沥青材料溶解性的标准试验方法

4.1 This test method is a measure of the solubility of asphalt in trichloroethylene. The portion that is soluble in trichloroethylene represents the active cementing constituents. Note 2: 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 assure 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 these factors. 1.1 This test method covers the determination of the degree of solubility in trichloroethylene of asphalt materials having little or no mineral matter. Note 1: This method is not applicable to tars and their distillation residues or highly cracked petroleum products. For methods covering tars, pitches, and other highly cracked petroleum products, and the use of other solvents, see Test Methods D4, D2318, and D2764. 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 and health practices and determine the applicability of regulatory limitations prior to use. Specific precaution statements are given in Section 7.

Standard Test Method for Solubility of Asphalt Materials in Trichloroethylene

ASTM D140/D140M-15 沥青材料取样的标准实施规程

3.1 Sampling is as important as testing, and precautions shall be taken to obtain samples to show the true nature and condition of the materials.

Standard Practice for Sampling Bituminous Materials

ASTM D5710/D5710M-15 特立尼达湖改性地沥青的标准规格

1.1 This specification covers Trinidad lake modified asphalt for use in the construction of pavements. 1.2 This specification covers the following penetration grades: 40–55 60–75 80–100 120–150 1.3 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 non-conformance with 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Specification for Trinidad Lake Modified Asphalt

ASTM D2026/D2026M-15 稀释沥青 (缓慢固化型) 的标准规格

1.1 This specification covers cutback petroleum asphalts of the slow-curing type for use in the construction and treatment of pavements. 1.2 Units—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 non-conformance with the standard.

Standard Specification for Cutback Asphalt (Slow-Curing Type)

ASTM D3141/D3141M-15 底部填封硅酸盐水泥混凝土路面用沥青的标准规格

1.1 This specification covers asphalt suitable for undersealing portland cement concrete and overlaid concrete pavements by pumping hot asphalt under the slabs. 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 non-conformance with the standard.

Standard Specification for Asphalt for Undersealing Portland-Cement Concrete Pavements

ASTM D2028/D2028M-15 稀释沥青 (快速固化型) 的标准规格

1.1 This specification covers cutback petroleum asphalts of the rapid-curing type for use in the construction and treatment of pavements. 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 non-conformance with the standard.

Standard Specification for Cutback Asphalt (Rapid-Curing Type)

ASTM D7553-15 溴代正丙烷中沥青材料溶解性的标准试验方法

4.1 This test method is a measure of the solubility of asphalt in n-propyl bromide. The portion that is soluble in n-propyl bromide represents the active cementing constituents. Note 2: 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 assure 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 these factors. 1.1 This test method covers the determination of the degree of solubility in n-propyl bromide of asphalt materials. It is intended to be a replacement for Test Method D2042 specifying a solvent that, like trichloroethylene, is safe in that it has no flash point, and has similar solubilizing characteristics to trichloroethylene, but it is not considered to be an ozone depleter banned by the Kyoto Protocol. Note 1: This method is not applicable to tars and their distillation residues or highly cracked petroleum products. For methods covering tars, pitches, and other highly cracked petroleum products, and the use of other solvents, see Test Methods D4, D2318, and D2764. 1.2 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. 1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.4 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. Specific precaution statements are given in Section 7.

Standard Test Method for Solubility of Asphalt Materials in N-Propyl Bromide

ASTM D3461-14 硬沥青软化点的标准试验方法 (米勒杯球法)

4.1 Asphalt and pitch do not go through a solid-liquid phase change when heated, and therefore do not have true melting points. As the temperature is raised, they gradually soften or become less viscous. For this reason, the determination of the softening point must be made by an arbitrary, but closely defined, method if the test values are to be reproducible. 4.2 This test method is useful in determining the consistency as one element in establishing the uniformity of shipments or sources of supply. 1.1 This test method covers the determination of the softening point of asphalt and pitch in the range from 508201;°C to 1808201;°C by the cup-and-ball apparatus, and gives results comparable to those obtained by Test Method D36. Note 1: If the softening point of asphalt by this Mettler cup-and-ball method fails to meet specified requirements, tests may be rerun using the Test Method D36 (ring-and-ball) softening point apparatus as a referee method. 1.2 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.

Standard Test Method for Softening Point of Asphalt and Pitch (Mettler Cup-and-Ball Method)

BS EN 13808:2013 沥青和沥青粘合剂.阳离子沥青乳液规定框架

Bitumen and bituminous binders. Framework for specifying cationic bituminous emulsions

DIN EN 13808:2013 沥青和沥青粘结剂.阳离子沥青乳液的规定框架.德文版本EN 13808-2013

Bitumen and bituminous binders - Framework for specifying cationic bituminous emulsions; German version EN 13808:2013