E43 石油沥青 标准查询与下载

ASTM D4746-14 采用加压过滤法测定焦油和沥青中喹啉不溶物40;QI41的标准试验方法

4.1 This test method is useful in evaluating and characterizing tar and pitch and as one element in establishing the uniformity of shipments and sources of supply. 1.1 This test method covers the determination of the quinoline-insoluble matter (QI) in tar and pitch by pressure filtration and gives results comparable to those obtained by Test Method D2318. 1.2 Since this test method is empirical, strict adherence to all details of the procedure is necessary. 1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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 hazards are given in Section 7, 6.2, and 6.3.

Standard Test Method for Determination of Quinoline Insolubles 40;QI41; in Tar and Pitch by Pressure Filtration

GOST 33143-2014 一般用途汽车道路. 道路用粘性石油沥青. 弗拉斯脆性温度的测定方法

Automobile roads of general use. Viscous road petroleum bitumens. Method for determining of Fraas brittleness temperature

ASTM D36/D36M-14e1 沥青软化点的标准试验方法(环球仪法)

4.1 Bitumens are viscoelastic materials without sharply defined melting points; they gradually become softer and less viscous as the temperature rises. For this reason, softening points must be determined by an arbitrary and closely defined method if results are to be reproducible. 4.2 The softening point is useful in the classification of bitumens, as one element in establishing the uniformity of shipments or sources of supply, and is indicative of the tendency of the material to flow at elevated temperatures encountered in service. 1.1 This test method covers the determination of the softening point of bitumen in the range from 30 to 157°C [86 to 315°F] using the ring-and-ball apparatus immersed in distilled water [30 to 80°C] or USP glycerin (above 80 to 157°C). 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. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Softening Point of Bitumen &40;Ring-and-Ball Apparatus&41;

GOST 33139-2014 一般用途汽车道路. 道路用粘性石油沥青. 固体石蜡含量的测定方法

Automobil roads of general use. Viscous petroleum road bitumens. Method for determination of solid paraffin content

ASTM D2318-14 焦油和沥青中喹啉不溶物40;QI41含量的标准试验方法

4.1 This test method is useful in evaluating and characterizing tar and pitch, and as one element in establishing the uniformity of shipments and sources of supply. 1.1 This test method covers the determination of the quinoline-insoluble matter (QI) in tar and pitch. 1.2 Since this test method is empirical, strict adherence to all details of the procedure is necessary. 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. For hazards information, see Section 7.

Standard Test Method for Quinoline-Insoluble 40;QI41; Content of Tar and Pitch

ASTM D2319/D2319M-14 沥青软化点40;空气中立方块试验法41的标准试验方法

4.1 Pitch does not go through a solid-liquid phase change when heated and therefore does not have a true melting point. As the temperature is raised, pitch softens and becomes less viscous. The softening point is arbitrarily defined and must be determined by a closely controlled method that must be carefully followed if test results are to be reproducible. 4.2 This test method is useful in determining the consistency of pitch as one element in establishing the uniformity of shipments and sources of supply. 1.1 This test method covers the determination of the softening point above 80°C [176°F] of pitch. Test Method D3104 gives comparable results. 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. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Softening Point of Pitch 40;Cube-in-Air Method41;

GOST 33142-2014 一般用途汽车道路. 道路用粘性石油沥青. 软化点的测定. 环球法

Automobile roads of general use. Viscous petroleum road bitumens. Determination of the softening point. Ring and Ball method

GOST 33136-2014 一般用途汽车道路. 道路用粘性石油沥青. 针穿透深度的测定方法

Automobile roads of general use. Viscous road petroleum bitumens. Method for determination of needle penetration depth

GOST 33137-2014 一般用途汽车道路. 道路用粘性石油沥青. 使用旋转粘度计对动态粘度测定方法

Automobile roads of general use. Viscous road petroleum bitumens. Method for determination of dynamic viscosity by rotational viscometer

ASTM D140/D140M-14 抽样沥青材料的标准实施规程

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. 3.2 Samples are taken for either of the following two purposes: 3.2.1 To represent as nearly as possible an average of the bulk of the materials sampled, or 3.2.2 To ascertain the maximum variation in characteristics which the material possesses. 1.1 This practice applies to the sampling of bituminous materials at points of manufacture, storage, or delivery. 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. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Sampling Bituminous Materials

ASTM D7173-14 测定聚合物与聚合物改性沥青分离倾向的标准实施规程

4.1 Purchasers of polymer modified asphalt need to be given guidelines on proper storage and handling procedures to maintain the integrity of material they have purchased. This practice provides a significant tool for understanding the characteristics of these materials as well as comparing various sources of supply. 1.1 This practice describes a laboratory procedure for determining the tendency of polymer to separate from polymer modified asphalt under static heated storage conditions. The results of testing on material prepared according to this practice may be used as a guideline when formulating products or to establish field handling procedures. Large differences in test results between top and bottom specimens indicate that there is a degree of incompatibility between the polymer and the base asphalt. 1.2 The values stated in SI units are to be regarded as the 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 and health practices and to determine the applicability of regulatory limitations prior to use.

Standard Practice for Determining the Separation Tendency of Polymer from Polymer Modified Asphalt

ASTM D7906-14 采用甲苯和旋转蒸气装置从溶液中回收沥青的标准实施规程

4.1 To determine the characteristics of the asphalt in an asphalt paving mixture, it is necessary to extract the asphalt from the aggregate by means of a suitable solvent and then to recover the asphalt from the solvent without significantly changing the asphalt’s properties. The asphalt recovered from the solvent by this practice can be tested using the same methods as for the original asphalt cement, and comparisons between the properties of the original and recovered asphalt can be made. 4.2 Users are cautioned that the recovered binder properties from an asphalt mixture sample may not exactly represent the properties of the original asphalt binder due to factors outside of laboratory control such as aging, contamination, and molecular changes caused by exposure to heat and solvents. Consequently, recovered asphalt binder properties should not be used as a basis for acceptance.Note 1—The quality of the results produced by this is 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, and so forth. Users of this practice 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 those factors. 1.1 This practice is intended to be used to recover asphalt from a solvent using the rotary evaporator to ensure that changes in the asphalt properties during the recovery process are minimized. 1.2 Units—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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Recovery of Asphalt from Solution Using Toluene and the Rotary Evaporator

ASTM D4892-14 固体沥青密度40;氦比重瓶测定比重法41;的标准试验方法

5.1 This test method is useful in characterizing pitches as one element in establishing uniformity of shipments and sources of supply. With this method, the density is determined to two decimal places, which is sufficient for most applications. If a more precise measurement is required (three decimal places), use Test Methods D2320 or D71. 1.1 This test method covers the determination of pitch density by helium pycnometer. It is applicable at a range of room temperatures of 15 to 35°C. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Density of Solid Pitch 40;Helium Pycnometer Method41;

ASTM D36/D36M-14 沥青软化点的标准试验方法(环球仪法)

4.1 Bitumens are viscoelastic materials without sharply defined melting points; they gradually become softer and less viscous as the temperature rises. For this reason, softening points must be determined by an arbitrary and closely defined method if results are to be reproducible. 4.2 The softening point is useful in the classification of bitumens, as one element in establishing the uniformity of shipments or sources of supply, and is indicative of the tendency of the material to flow at elevated temperatures encountered in service. 1.1 This test method covers the determination of the softening point of bitumen in the range from 30 to 157°C [86 to 315°F] using the ring-and-ball apparatus immersed in distilled water [30 to 80°C] or USP glycerin (above 80 to 157°C). 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. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Softening Point of Bitumen 40;Ring-and-Ball Apparatus41;

GOST 33140-2014 一般用途汽车道路. 道路用粘性石油沥青. 高温空气条件下老化的测定方法 (RTFOT法)

Automobile roads of general use. Viscous road petroleum bitumens. Method for determining aging under high temperature and air (method RTFOT)

DIN EN 13482:2013 沥青用橡胶软管及软管组件.规格.德文版本EN 13482-2013

Rubber hoses and hose assemblies for asphalt and bitumen - Specification; German version EN 13482:2013

NF P98-258-1:2013 沥青混合料试验. 凝聚力增加的测定. 第1部分: 工作可行计量法

Tests on bituminous mixtures - Determination of the cohesion increase - Part 1: workabilimeter method

DIN SPEC 52014:2013 沥青和沥青混合物.环己烷不可溶部分含量测定

Bitumens and bituminous binders - Determination of the content of cyclohexane insoluble parts

DIN 52007-2:2013 沥青和沥青粘合剂. 粘性测定. 第2部分: 采用拉球式粘度计的测量

Bitumen and bituminous binders - Determination of viscosity - Part 2: Measurement by drawn-sphere viscometer

DIN 52007-1:2013 沥青和沥青粘合剂. 粘度的测定. 第1部分:一般原理和评定

Bitumen and bituminous binders - Determination of viscosity - Part 1: General principles and evaluation