Q20 筑路材料 标准查询与下载

ASTM D4552/D4552M-10 热混合循环试剂分类的标准实施规程

Recycling of deteriorated asphalt pavements is being used with increasing frequency for its economy and benefit of conserving raw materials. The objective of recycling is to reuse the two ingredients of asphalt concrete-aggregate and asphalt and to restore the desired properties to the mixture. Recycling is carried out hot or cold, depending on the condition of the deteriorated pavement, construction procedure, availability of equipment, and cost. This practice is for classifying recycling agents to be used in hot recycling.1.1 This practice covers a standardized method whereby petroleum product additives to be used in hot recycling of asphalt concrete can be identified. The products are classified by viscosity in mm2/s measured at 60°C [140°F]. This practice does not apply to emulsified 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 Classifying Hot-Mix Recycling Agents

KS F 2340-2009 团聚体沙当量值测量方法

이 표준은 잔골재의 모래 당량 시험방법에 대하여 규정한다.비고 1 이 표준의 목적은

Standard test method for sand equivalent value of soils and fine aggregate

JT/T 769-2009 公路工程.聚羧酸系高性能减水剂

本标准规定了用于公路工程水泥混凝土中的聚羧酸系高性能减水剂的术语和定义、产品分类、技术要求、试验方法、检验规则、产品说明书、包装、出厂、储存及退货等。 本标准适用于在公路工程水泥混凝土中掺用的聚羧酸系高性能减水剂。

Polycarboxylates high performance water-reducing admixture on concrete in highway engineering

JT/T 770-2009 公路工程.高强页岩陶粒轻骨料

本标准规定了高强页岩陶粒轻骨料的定义、分类、技术要求、试验方法、检验规则以及产品合格证、运输和储存等。 本标准适用于公路工程水泥混凝土用页岩陶粒。沥青混凝土用页岩陶粒可参照使用。

High strength shale ceramsite lightweight aggregate for highway engineering

JTG E51-2009 公路工程无机结合料稳定材料试验规程

本规程适用于水泥、石灰、粉煤灰等工业废渣及其综合稳定材料的物理、力学试验,以及石灰、水泥、粉煤灰等原材料的试验。

Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering

BS PD 6682-2:2009 集料.第2部分:沥青混合物集料和公路，机场和其它车辆通行区域路面处理. BS EN 13043使用指南

This part of PD 6682 gives guidance for the UK on the use of BS EN 13043, which specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials for use in bituminous mixtures and surface treatments for roads, airfields and other trafficked areas. NOTE For simplicity, this document uses the shortened term “bituminous mixtures”.

Aggregates Part 2: Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas – Guidance on the use of BS EN 13043

NF P98-114-2:2009 路基.用水硬性胶结剂处理的材料的实验室研究方法.第2部分:用水硬性胶结剂处理的沙混合料

Road foundations - Methodology for laboratory study of materials treated with hydraulic binders - Part 2 : hydraulic binders bounded sands.

BS PD 6689:2009 表面处理.BS EN 12271和BS EN 12273使用指南

This Published Document gives guidance on the use of BS EN 12271 and BS EN 12273 in the United Kingdom. BS EN 12271 specifies the properties of surface dressing whilst BS EN 12273 specifies the properties of slurry surfacing and microsurfacing. This Published Document gives guidance on the performance requirements and control procedures for the installation of both surface treatments as products for the maintenance of roads and other trafficked areas. The Published Document does not apply to the following: • surface dressings designed by the purchaser; i.e. the recipe approach for which the contractor is instructed as to the rates of spread, chipping size, etc., and therefore is not responsible for performance requirements; • surface treatments in tunnels where fire regulations apply; • small areas under 500 m2 which are not contiguous, such as patch repair; • airfield pavements covered by international regulations (e.g. International Civil Aviation Organization regulations). NOTE In BS EN 12271 “other trafficked areas” include footways and cycleways.

Surface treatments – Guidance on the use of BS EN 12271 and BS EN 12273

BS 7533-13:2009 用粘土、天然石或混凝土铺筑材料建造的路面 用混凝土铺地块料和flags、天然石板和setts及粘土铺路材料建造的有浸透性路面的设计指南

This part of BS 7533 gives guidance on the design of permeable pavements surfaced with: • concrete paving blocks manufactured in accordance with BS EN 1338; • concrete paving flags manufactured in accordance with BS EN 1339; • natural stone slabs manufactured in accordance with BS EN 1341; • natural stone setts manufactured in accordance with BS EN 1342; and • clay pavers manufactured in accordance with BS EN 1344. and laid in accordance with BS 7533‑3. It applies to all pavements subjected to the usual road spectrum of axle loads up to 8 000 kg, including both highway pavements and light industrial pavements where the traffic is similar in character to highway vehicles. It specifically excludes heavy duty pavements with traffic and other applications such as aircraft pavements and those in ports and specialized industrial areas.

Pavements constructed with clay, natural stone or concrete pavers - Guide for the design of permeable pavements constructed with concrete paving blocks and flags, natural stone slabs and setts and clay pavers

ASTM D3666-09a 测试和检查道路和铺面材料机构的最低要求的的标准规范

This specification provides the basic minimum criteria for use in evaluating the qualifications of testing or inspection agencies, or both, for road and paving materials. The criteria may be supplemented by more specific criteria and requirements. An individual user can also use it to judge the qualification of an agency. The intent of this specification is to provide a consensus basis for evaluating a testing or inspection agency, or both, with respect to that agency''s capability to objectively and competently provide the specific services needed by the user. This specification can be used as a basis for accreditation.1.1 This specification covers the minimum requirements for field and laboratory personnel, for establishing and maintaining a quality system, and establishes minimum qualifications for agencies engaged in the testing and inspection of road and paving materials. 1.2 Criteria are provided for evaluating the capability of an agency to properly perform designated tests on road and paving materials, and for establishing guidelines pertaining to an agency''s organization, personnel, facilities, and quality system. This specification may be supplemented by more specific criteria, such as that in Specification E329, and requirements for particular projects. 1.3 This specification can be used as a basis to evaluate testing or inspection agencies, or both, and is intended for use for the qualifying or accrediting, or both, of testing or inspection agencies, public or private, engaged in the testing and inspection of road and paving materials. 1.4 Accreditation is required to comply with this standard. (See 8.1.5.) 1.5 The users of the accredited agency must review the agency''s scope of accreditation to ensure the agency has been accredited for its technical competence to perform the tasks requested by the user. 1.6 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 Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials

ASTM D242/D242M-09 沥青铺路混合料用矿物填料的标准规范

1.1 This specification covers mineral filler added as a separate ingredient for use in bituminous paving mixtures. 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 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.

Standard Specification for Mineral Filler For Bituminous Paving Mixtures

ASTM D5329-09 沥青及硅酸盐水泥混凝土路面上接缝与裂纹用热铺密封料和填充料的标准试验方法

These test methods describe procedures for determining specification conformance for hot-applied, field-molded joint and crack sealants and fillers.1.1 These test methods cover tests for hot-applied types of joint and crack sealants and fillers for portland cement concrete and asphaltic concrete pavements. There are numerous standard material specifications that use these test methods. Refer to the respective standard material specification of interest to determine which of the following test methods to use. For sample melting and concrete block preparation see their respective standard practices. 1.2 The test methods appear in the following sections: Section Artificial Weathering 15 Asphalt Compatibility 14 Bond, Non-Immersed 9 Bond, Fuel-Immersed 11 Bond, Water-Immersed 10 Cone Penetration, Non-Immersed 6 Cone Penetration, Fuel-Immersed 7 Flexibility 18 Flow 8 Resilience 12 Resilience, Oven-Aged 13 Solubility 17 Tensile Adhesion 16 1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for information purposes only. 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 Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements

ASTM C936/C936M-09 铺路用实心混凝土内嵌单元的标准规

1.1 This specification covers the requirements for interlocking concrete pavers manufactured for the construction of paved surfaces. 1.2 When particular features are desired, such as weight classification, higher compressive strength, surface textures, finish, color, or other special features, such properties should be specified by the purchaser. Local sellers, however, should be consulted as to availability of units having the desired features. 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 Specification for Solid Concrete Interlocking Paving Units

ASTM E670-09 用微米测微计(Mu-Meter)测定铺砌路面的侧向摩擦力的标摩擦试验方法

The knowledge of side force friction serves as an additional tool in characterizing pavement surfaces. Side force friction data alone may be of limited value in determining the suitability of paving materials or finishing techniques. However, when used in conjunction with other physical and chemical tests, the side force friction may contribute to characterization of pavement surfaces. The values measured with the equipment and procedures stated herein do not necessarily agree or correlate directly with those obtained by other paved surface friction measuring methods.1.1 This test method covers the measurement of the side force friction of paved surfaces utilizing a device commonly called a Mu-Meter. 1.2 This test method utilizes a measurement obtained by pulling the Mu-Meter, containing two freely rotating test wheels angled to the direction of motion, over a pavement surface at a constant speed while the test wheels are under a constant static load. This method provides data of the side force friction (and other data) along the whole length of the test surface being tested which is applied to a variety of computerized algorithms enabling the production of results including (but not limited to) rolling averages, numeric and graphical representations, friction mapping and reports formatted in the layout approved by a wide variety of national airport regulators. 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. See also Section 6.

Standard Test Method for Side Force Friction on Paved Surfaces Using the Mu-Meter

ASTM D4867/D4867M-09 沥青铺筑混凝土路面混合剂效果的标准试验方法

This test method can be used to test asphalt concrete mixtures in conjunction with mixture design testing to determine the potential for moisture damage, to determine whether or not an antistripping additive is effective, and to determine what dosage of an additive is needed to maximize the effectiveness. This test method can also be used to test mixtures produced in plants to determine the effectiveness of additives under the conditions imposed in the field.1.1 This test method covers procedures for preparing and testing asphalt concrete specimens for the purpose of measuring the effect of water on the tensile strength of the paving mixture. This test method is applicable to dense mixtures such as those appearing in the Table for Composition of Bituminous Paving Mixtures in Specification D 3515. This test method can be used to evaluate the effect of moisture with or without antistripping additives including liquids and pulverulent solids such as hydrated lime or portland cement. 1.2 The values stated in either SI units or inch-pound units in parentheses shall be regarded separately as standard. The values in each system may not be exact equivalents; therefore, each system must be used independently of the other, without combining values in any way. 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 Effect of Moisture on Asphalt Concrete Paving Mixtures

KS F 2582-2008 热沥青铺设混合物用粗骨料的耐热冲击测试方法

이 표준은 가열 아스팔트 포장 혼합물의 생산시에 가열되는 굵은 골재의 열충격에 대한 저항성

Testing method for resistance to thermal shock of coarse aggregates for hot mix asphalt pavement

KS F 2386-2008 路面层之间胶黏强度测试方法

이 표준은 기존 도로 포장체의 상부층과 아스팔트 표층 부착면의 인장 접착 강도 시험방법에

Testing method for adhesive strength of pavement between layers

KS F 2581-2008 骨料冲击测试方法(骨料生产控制管理)

이 표준은 골재의 충격값을 측정하는 시험방법에 대하여 규정한다.비고 이 표준에서 사

Testing Method for determination of aggregates impactingMethod of test for production control of aggregate

BS EN 12273:2008 泥浆铺面.要求

This European Standard specifies the performance requirements and control procedures for the installation of slurry surfacing as a product for the surface treatment of roads and other trafficked areas (e.g. footways, cycleways). This European Standard is not designed for small areas of slurry surfacing on roads that are less than 500 m2 which are not contiguous (for example minor repairs). This European Standard does not apply to slurry surfacing designed by the purchaser. This European Standard is not applicable to slurry surfacing carried out in tunnels in terms of reaction to fire. No such regulations have yet been identified, nor is there any method of classification of reaction to fire. NOTE Member States can call up the technical requirements of this European Standard for use in tunnels. This European Standard is not designed for pavements that are covered by international regulations, for example, International Civil Aviation Organisation (ICAO) regulations (airfields).

Slurry surfacing - Requirements

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