Q20 筑路材料 标准查询与下载

JC/T 1088-2008 粒化电炉磷渣化学分析方法

本标准规定了粒化电炉磷渣化学分析方法的基准法和代用法。在有争议时，以基准法为准。 本标准适用于建筑材料行业用粒化电炉磷渣及指定采用本标准的其他材料。

Methods for chemical analysis of granulated electric furnace phosphorous slag

JIS A 5015 AMD 1:2008 筑路用钢铁炉渣(修改件1)

This standard is an Amendment of Iron and steel slag for road construction.

Iron and steel slag for road construction (Amendment 1)

JIS A 5008 AMD 1:2008 沥青铺路混合料用石灰石填料(修改件1)

Limestone filler for bituminous paving mixtures (Amendment 1)

JIS A 5001 AMD 1:2008 道路建筑用碎石(修改件1)

Crushed stone for road construction (Amendment 1)

ASTM D5106-08 沥青筑路混合物用炼钢炉渣集料的标准规范

1.1 This specification covers crushed steel slag coarse and fine aggregates suitable for use in bituminous paving mixtures. 1.2 Steel slag coarse and fine aggregates are currently being used entirely (Note 1) or combined with other mineral aggregates, such as those covered in Specification D 692 or D 1073, to produce paving mixtures similar to those described in Specification D 3515 or D 4215. Note 18212;When 100 % of the coarse aggregate in a bituminous mixture is steel slag, the amount of steel slag fines in that mixture may be limited to prevent bulking. 1.3 The values stated in SI units are to be regarded as standard. The values shown in parentheses are for information only. 1.4 The text of this specification 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.

Standard Specification for Steel Slag Aggregates for Bituminous Paving Mixtures

ASTM D7064/D7064M-08e1 开式级摩擦层(OGFC)混合设计的标准实施规程

The procedure described in this practice is used to design OGFC mixtures that will provide good performance in terms of permeability (tending to reduce hydroplaning and potential for skidding), and durability when subjected to high volumes of traffic.1.1 This practice covers the mix design of open-graded friction course (OGFC) using the superpave gyratory compactor (SGC) or other suitable forms of compaction. The OGFC mix design is based on the volumetric properties of the mix in terms of air voids, and the presence of stone-on-stone contact. Information found in Guide D6932 should be reviewed before starting the mix design. Where applicable, Specification D3666 should be applied as a minimum for agencies testing and inspecting road and paving materials. 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 Open-Graded Friction Course (OGFC) Mix Design

ASTM D243-08 规定残渣渗透性标准试验方法

This test method is used to determine the percentage of residue having a specified penetration at 100 g/5 s at 25°C (77°F). This test method provides a residue for quality control or for use in other tests as desired.1.1 This test method is used to thermally reduce cutback asphalt, a road oil or a semisolid asphalt, having a penetration greater than 100, to a residue of specified penetration. It is primarily used with slow-curing cutback asphalt as specified in Specification D 2026. 1.2 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only. 1.3 Warning—Mercury has been designated by the United States Environmental Protection Agency (EPA) and many state agencies as a hazardous material that can cause central nervous system, kidney and liver damage. Mercury, or its vapor, may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury containing products. See the applicable product Material Safety Data Sheet (MSDS) for details and EPA’s website—http://www.epa.gov/mercury/faq.htm—for additional information. Users should be aware that selling mercury, mercury-containing products, or both, into your state may be prohibited by state law. 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 precautionary statements are given in Note 2.

Standard Test Method for Residue of Specified Penetration

ASTM D6932/D6932M-08 开式级摩擦层厂拌混合料的材料和铺设的标准指南

p>This guide provides information to assist engineers with the design requirements and construction guidelines for paving an Open-Graded Friction Course (OGFC) surface layer. An OGFC is primarily used to improve the skid resistance and wear resistance of a bituminous pavement by providing an escape route for surface water beneath a moving wheel load. The mixture is typically produced with a low amount of fine aggregate particles and high air void content to provide a passageway of interconnected voids for moisture to drain away from the travelway. The film thickness of the asphalt and overall asphalt content is important for better stripping resistance and durability and aging properties. Note 18212;OGFCs may also be placed to reduce the tire-pavement interface noise and may also be placed to reduce the occurrence and severity of reflective cracking.1.1 This guide covers the construction of bituminous open-graded friction course plant mixtures. End-use specifications should be adopted to conform to job and user requirements. Where applicable, Specification D 3666 should be applied as a minimum for agencies testing and inspecting road and paving materials. 1.2 Bituminous open-graded friction courses are placed as the final wearing course for highways and airfields. 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.

Standard Guide for Materials and Construction of Open-Graded Friction Course Plant Mixtures

ASTM D7064/D7064M-08 开式级摩擦层(OGFC)混合设计的标准实施规程

The procedure described in this practice is used to design OGFC mixtures that will provide good performance in terms of permeability (tending to reduce hydroplaning and potential for skidding), and durability when subjected to high volumes of traffic.1.1 This practice covers the mix design of open-graded friction course (OGFC) using the superpave gyratory compactor (SGC) or other suitable forms of compaction. The OGFC mix design is based on the volumetric properties of the mix in terms of air voids, and the presence of stone-on-stone contact. Information found in Guide D 6932 should be reviewed before starting the mix design. Where applicable, Specification D 3666 should be applied as a minimum for agencies testing and inspecting road and paving materials. 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 Open-Graded Friction Course (OGFC) Mix Design

ASTM D5506-08 沥青路面材料试验和检查人员资格认证组织的标准实施规程

This practice covers basic criteria for the structure and conduct of a certification organization, the development and operation of a certification program, and the development and use of customary mechanisms to evaluate a candidate''s knowledge, skill, and ability. The qualifications of the examiner and limitations on the relationship between the examiner and the examinee are given. The basic criteria covered by this practice are intended to be supplemented by more specific criteria serving the requirements of the certification organization.1.1 This practice covers a standard for establishing evaluation and certification procedures for personnel engaged in testing and inspecting bituminous paving materials in accordance with specified test methods and is intended for use by independent organizations providing certification services. Note 18212;Refer to Specifications D 3666 for information on the minimum requirements for agencies testing and inspecting bituminous paving materials and to Practice D 4561 for information on quality control systems for organizations producing and applying bituminous paving materials. 1.2 Qualification for certification candidates, qualifications of those administering the certification examinations, methods of administering the certification tests, and certain certification organization operating requirements are given. 1.3 Competency determination typically includes a monitored written examination and a performance evaluation. 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 Practice for Organizations Engaged in the Certification of Personnel Testing and Inspecting Bituminous Paving Materials

KS F 2583-2007 混凝土用铅炉渣骨料

이 규격은 콘크리트에 사용는 연(鉛)슬래그 골재에 대하여 규정한다.

Lead slag aggregate for concrete

KS F 1002-2007 公路及铺筑材料定义

이 규격은 도로 및 포장용 재료에 사용하는 역청 재료와 비역청 재료에 대하여 규정한다.

Terms relating to materials for roads and pavements

KS F 2339-2007 飞机场及公路评估及设计用土和柔性路面非反复板极负载测量方法

이 규격은 다진 상태나 자연 상태의 노반 흙 및 가요성 포장의 비반복 평판 재하 시험에 대

Testing method for nonrepetitive static plate load tests of soils and flexible pavement components for use in evaluation and design of airport and highway pavements

KS F 2338-2007 飞机场及公路评估及设计用土和柔性路面反复性板极负载测量方法

이 규격은 다진 상태나 자연 상태의 노상 흙 및 가요성 포장의 반복 평판 재하 시험에 대하

Testing method for repetitive static plate load tests of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements

KS F 2580-2007 钢渣浸水(80℃)膨胀试验方法

이 규격은 제강 슬래그를 사용한 철강 슬래그의 팽창성을 평가하기 위한 수침 팽창비를 구하는

Test method of the immersion expansion in 80 ℃water of the iron and steel slag

SANS 1575:2007 烧制黏土铺路砖

Specifies the characteristics of burnt clay paving units.

Burnt clay paving units

BS DD ISO/TS 19708:2007 土工合成材料.用碾压机法在联锁式混凝土板路面上的模拟损伤的规程

Geosynthetics - Procedure for simulating damage under interlocking-concrete-block pavement by the roller compactor method

BS PD 6691:2007 BS EN 13108含沥青混合物:材料规范的使用导则

This Published Document gives guidance on the use of BS EN 13108-1, BS EN 13108-4, BS EN 13108-5, BS EN 13108-8, BS EN 13108-20 and BS EN 13108-21. Clauses 1 to 10 of this Published Document give general guidance and background information on BS EN 13108. Annex B provides guidance, based on the requirements formerly specified in BS 4987, for producing asphalt concrete that conforms to BS EN 13108-1; Annex C gives similar guidance, based on the requirements formerly specified in BS 594-1, for producing hot rolled asphalt that conforms to BS EN 13108-4; and Annex D provides guidance for producing stone mastic asphalt that conforms to BS EN 13108-5. This Published Document does not give guidance on BS EN 13108-2, BS EN 13108-3, BS EN 13108-6 or BS EN 13108-7 as these are either little used in the UK or covered by other guidance. This document’s application is for roads and other paved areas, but excluding airfields, detailed provisions for which are specified elsewhere. NOTE 1 Porous asphalt, which was included in BS 4987, is now covered by BS EN 13108-7. Mastic asphalt mixtures previously defined in BS 1447 are now covered by BS EN 13108-6. NOTE 2 There are several asphalt mixtures in general use which were not historically covered by British Standards but which are now covered in BS EN 13108. These are stone mastic asphalt, covered by BS EN 13108-5, and asphalt concrete for very thin layers (thin surfacing), covered by BS EN 13108-2.

Guidance on the use of BS EN 13108 Bituminous mixtures – Material specifications

NF P98-335:2007 城市路面.混凝土铺地块料和石板集料、陶瓦铺地块料集料和天然石料铺地块料和石板集料

Urban pavements - Assembly of concrete paving blocks and flagstones, of terracotta paving blocks and of natural stone paving blocks and flagstones.

BS EN 12271:2006 路面修整.要求

This European Standard describes the performance requirements and control procedures for the installation of surface dressing as a product for the surface treatment of roads and other trafficked areas. This European Standard does not apply to surface dressings designed by the purchaser. This European Standard is not applicable to surface dressings carried out in tunnels and where fire regulations apply. This European Standard does not apply to small areas of surface dressing on roads that are less than 500 m which are not contiguous (for example patch repair surface dressing especially when carried out manually). This European Standard does not apply to aircraft pavements that are covered by international regulations, for example, International Civil Aviation Organization (ICAO) regulations (airfields).

Surface dressing - Requirements