E43 石油沥青 标准查询与下载
共找到 1275 条与 石油沥青 相关的标准，共 85 页
Automobile roads of general use. Hot asphalt mixtures and asphalt concrete. Method of the thermostating
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Technical requirements for volumetric design method according to Superpave methodology
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
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)
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-09-01
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
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
Automobile roads of general use. Binding materials petroleum bituminous. Technical requirements based on temperature range of exploitation
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determining the degree of coating grains of aggregate by asphalt binder
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Viscous petroleum road bitumens. The method determining of the flexural creep stiffness using the bending beam rheometer (BBR)
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Method of preparation of cylindrical specimens using Marshall installation
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determination of air voids content
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Petroleum-based bitumen binders. Method for determination of the volume of amendments, correction to a base temperature
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Determination of binder content by ignition method
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Determination of binder content by extraction method
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determination of bulk density
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use.Petroleum-based bitumen binders. The method determining of the properties of recovery via impacts multiple shear stress (MSCR) using dynamic shear rheometer (DSR)
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Method of reducing samples
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determination of bulk density, using paraffined samples
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Automobile roads of general use. Petroleum-based bitumen binders. The method determining of the fatigue characteristics
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
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
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
Automobile roads of general use. Hot asphalt mixtures and asphalt. Method for determination of maximum density
- ICS
- 93.080.20
- CCS
- E43
- 发布
- 2016
- 实施
- 2016-06-01
Technical specification for non-destructive testing of bridge prestressed tunnel grouting compactness
- ICS
- 75.140
- CCS
- E43
- 发布
- 2015-12-30
- 实施
- 2016-01-30
