E43 石油沥青 标准查询与下载

EN 13108-6:2016 沥青混合物-材料规范-第6部分:石油沥青砂胶

This European Standard specifies requirements for mixtures of the mix group Mastic Asphalt for use on roads, airfields and other trafficked areas. Mastic Asphalt is used for surface courses, binder courses, protection layers and inter-layers for bridges, tunnels and troughs. The mixtures of the mix group Mastic Asphalt are produced on the basis of hot bitumen. Mixtures utilizing bitumen emulsion and bituminous materials based on in situ recycling are not covered by this standard. This European Standard includes requirements for the selection of the constituent materials. It is designed to be read in conjunction with EN 13108-20 and EN 13108-21.

Bituminous mixtures - Material specifications - Part 6: Mastic Asphalt

EN 13108-9:2016 沥青混合料 材料规范 第9部分：超薄层沥青（AUTL）

This European Standard specifies requirements of Asphalt for Ultra-Thin-Layers (AUTL) for use on roads, airfields and other trafficked areas. AUTL is a hot mix asphalt road surface course laid on a bonding layer, at a nominal thickness between 10 mm and 20 mm with properties suitable for the intended use. The method of bonding is an essential part of the process and the final product is a combination of the bonding system and the bituminous mixture. The method of bonding of AUTL is out of the scope of this European Standard. Mixtures utilizing bitumen emulsion and bituminous materials based on in situ recycling are not covered by this standard. This European Standard includes requirements for the selection of the constituent materials. It is designed to be read in conjunction with EN 13108-20 and EN 13108-21.

Bituminous mixtures - Material specifications - Part 9: Asphalt for Ultra-Thin Layer (AUTL)

EN 13108-20:2016 沥青混合物.材料规范.第20部分:类型试验

This European Standard specifies the Type Testing procedure for use in Assessment and Verification of the Constancy of Performance (AVCP) of bituminous mixtures for use in roads, airfields and other trafficked areas.

Bituminous mixtures - Material specifications - Part 20: Type Testing

EN 13108-2:2016 沥青混合物.材料规范.第2部分:极薄层沥青混凝土

This European Standard specifies requirements for mixtures of the mix group Asphalt Concrete for Very Thin Layers for use on roads, airfields and other trafficked areas. Asphalt Concrete for Very Thin Layers is a bituminous material, of which the composition and the grading of the aggregate is selected for application of the material in very thin layers with a thickness of 20 mm to 30 mm. Mixtures utilizing bitumen emulsion and bituminous materials based on in situ recycling are not covered by this standard. Asphalt Concrete for Very Thin Layers is used for surface courses. This European Standard includes requirements for the selection of the constituent materials. It is designed to be read in conjunction with EN 13108-20 and EN 13108-21.

Bituminous mixtures - Material specifications - Part 2: Asphalt Concrete for Very Thin Layers (BBTM)

EN 12697-35:2016 沥青混合物-试验方法-第35部分:实验室混合

This European Standard describes the laboratory mixing of bituminous materials for the manufacture of specimens. The standard specifies the reference compaction temperatures for mixing based on the grade of the binder for paving grade and hard paving grade bitumen. Annex A describes the method for manufacture of samples of asphalt mixtures using foamed bitumen. Annex B describes the method for manufacture of samples of asphalt mixtures using bitumen emulsion. Once mixed, mastic asphalt samples are prepared in accordance with Annex C.

Bituminous mixtures - Test methods - Part 35: Laboratory mixing

FD T66-042-2016 氢碳粘合剂.混合沥青中碳化重馏分含量的测定.比重计法

Hydrocarbon binders - Determination of the carbochemical heavy distillates content of mixed bitumens - Densimeter method

PNST 111-2016 一般用途汽车道路. 热沥青混合料和沥青混凝土. 恒温法

Automobile roads of general use. Hot asphalt mixtures and asphalt concrete. Method of the thermostating

PNST 128-2016 一般用途汽车道路. 热沥青混合料和沥青. 通过设置性能试验对热沥青混合料动态模量和流量的测定方法 (AMPT)

Automobile roads of general use. Hot asphalt mixtures and asphalt. The method of determining the dynamic modulus, the number of the flow of hot asphalt mixes using the setup for performance test (AMPT)

ASTM D6929-16 评估冻结对乳化沥青的影响的标准实施规程

2.1 Certain agencies who desire to use, store, or transport emulsified asphalt under less than ideal weather conditions may require that the product remain homogeneous (unbroken) after being subjected to a temperature of −188201;°C. 1.1 Emulsified asphalt is normally damaged by freezing temperatures, but specially formulated materials are expected to pass this practice. 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 practice 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 to Evaluate the Effect of Freezing on Emulsified Asphalts

ASTM D6926-16 用马歇尔制备沥青混合料试样的标准实施规程

4.1 Compacted asphalt mixture specimens molded by this procedure are used for various physical tests such as stability, flow, indirect tensile strength, fatigue, creep, and modulus. Density and void analysis are also conducted on specimens for mixture design and evaluation of field compaction. Note 1: Uncompacted mixtures are used for determination of theoretical maximum specific gravity. Note 2: The quality of the results produced by this practice 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 practice 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. 1.1 This practice covers preparation and compaction of 4 in. (101.6 mm) diameter by nominal 2.58201;in. (63.58201;mm) high cylindrical asphalt paving mixture specimens. This practice is intended for use with laboratory and plant-produced asphalt mixtures with aggregate up to 18201;in. (25.48201;mm) maximum size and for recompaction of asphalt paving mixture samples. 1.2 There are three types of Marshall compaction apparatus in use. The following types of hammer arrangements are included in this practice: 1.2.1 Manually held hammer handle is attached to a flat compaction foot through a spring-loaded swivel and is hand operated (original standard developed by the United States Army Corps of Engineers). 1.2.2 Hammer handle restrained laterally (fixed) but not vertically, attached to a flat compaction foot through a spring-loaded swivel and is either mechanically or hand operated. There may or may not be a constant surcharge on top of the hammer handle. Mechanical hammers are available that operate at (1) nominal 55 blows per minute or (2) equal to or greater than 75 blows per minute. 1.2.3 Hammer handle restrained laterally (fixed) with constant surcharge on top of hammer, is attached to a slanted compaction foot on a rotating mold base, and is mechanically operated. This method must be used as a referee method. 1.3 Although the mass and height of mass drop for each apparatus are the same, density achieved in compacted specimens with the same number of blows will be different. It is up to the owner or specifier to establish the specific required number of blows to be used......

Standard Practice for Preparation of Asphalt Mixture Specimens Using Marshall Apparatus

PNST 131-2016 一般用途汽车道路. 热沥青混合料和沥青. γ密度计应用位置密度的测定方法

Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determining the density of the place of application with a gamma densitometer

PNST 130-2016 一般用途汽车道路. 热沥青混合料和沥青. 剪切变形的测定方法

Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for the determination of shear deformation

PNST 80-2016 一般用途汽车道路. 石油基沥青粘合剂. 修正至基准温度的修正量的测定方法

Automobile roads of general use. Petroleum-based bitumen binders. Method for determination of the volume of amendments, correction to a base temperature

PNST 107-2016 一般用途汽车道路. 热沥青混合料和沥青. 使用石蜡样品的松密度测定方法

Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determination of bulk density, using paraffined samples

PNST 133-2016 一般用途汽车道路. 热沥青混合料和沥青. 动态模量的测定方法

Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determination of the dynamic modulus

PNST 79-2016 一般用途汽车道路. 道路用粘性石油沥青. 使用弯曲梁流变仪 (BBR) 测定弯曲蠕变劲度的方法

Automobile roads of general use. Viscous petroleum road bitumens. The method determining of the flexural creep stiffness using the bending beam rheometer (BBR)

PNST 134-2016 一般用途汽车道路. 热沥青混合料和沥青. 高性能沥青路面旋转密封内旋角的测定方法 (SGC)

Automobile roads of general use. Hot asphalt mixtures and asphalt. The method of determining the internal angle of rotation of the rotary seal to the Superpave (SGC)

PNST 110-2016 一般用途汽车道路. 热沥青混合料和沥青. 采用Marshall安装对圆柱体试样的制备方法

Automobile roads of general use. Hot asphalt mixtures and asphalt. Method of preparation of cylindrical specimens using Marshall installation

PNST 125-2016 一般用途汽车道路. 热沥青混合料和沥青. 为测定动态模块的圆柱体试样的制备方法

Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for preparation of cylindrical specimens for determining dynamic modulus

PNST 136-2016 一般用途汽车道路. 热沥青混合料和沥青. 拉伸强度和劲度的测定方法

Automobile roads of general use. Hot asphalt mixtures and asphalt. The method of determining the tensile strength and stiffness