Q20 筑路材料 标准查询与下载

DIN EN 1824:2011 路标材料.道路试验.德文版 EN 1824-2011

This specifies the requirements for conducting road trials for road marking materials intended for use in both permanent and temporary road marking.

Road marking materials - Road trials; German version EN 1824:2011

DIN EN 13212:2011 路标材料.工厂生产控制要求.德文版 EN 13212-2011

This document gives the requirements for factory production control (FPC)for the manufacturer of road marking materials.

Road marking materials - Requirements for factory production control; German version EN 13212:2011

DIN EN 12802:2011 路标材料.实验室鉴定法.德文版 EN 12802-2011

Road marking materials - Laboratory methods for identification; German version EN 12802:2011

DIN EN 13459:2011 路标材料.库存采样及测试.德文版 EN 13459-2011

Road marking materials - Sampling from storage and testing; German version EN 13459:2011

JTG E20-2011 公路工程沥青及沥青混合料试验规程

本规程适用于公路沥青路面的设计、施工、养护及质量检查、验收等各阶段的性能试验。

Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering

BS 598-1:2011 道路和其它铺砌区用沥青混合料的取样和检验.测量涂层石屑的涂布率和用非接触式温度测量装置测量沥青混合料的温度的方法及评估滚筒压实性能的方法

This part of BS 598 describes a method for measuring the rate of spread of coated chippings, assessing the compaction performance of a roller and gives procedures for measuring the temperature of coated mixtures using non-contact temperature-measuring devices.

Sampling and examination of bituminous mixtures for roads and other paved areas. Methods for the measurement of the rate of spread of coated chippings and the temperature of bituminous mixtures using non-contact temperature-measuring devices and for the a

BS EN 13197:2011 道路标记材料.耐久性模拟器转台

This document specifies the requirements for wear simulator test for road marking materials intended for use in both permanent and temporary road markings including those with increased retroreflection under wet and rain conditions, without road studs. It gives description for the equipment and for test plate’s characteristics; it also gives description for the test method involving road marking materials application, test conditions during wear test, parameters to be measured, frequency of the measurements and expression of the results as a test report. This document gives also the requirements to be followed when the test is to be used for CE marking purposes.

Road marking materials. Wear simulator Turntable

BS EN 13212:2011 道路标记材料.工厂生产控制要求

This document gives the requirements for factory production control (FPC) for the manufacturer of road marking materials This document specifies which types of test have to be taken into consideration within the FPC but it leaves the precise methods to be applied to be dependent on the characteristics of the manufacturer’s installation and production methods. The precise parameters and methods will be found in the written procedures agreed between the manufacturer and the third party responsible for the initial assessment of the FPC.

Road marking materials. Requirements for factory production control

BS EN 12802:2011 道路标识材料.标识的实验室方法

This document specifies laboratory methods for the identification of road marking materials used in horizontal signalization. It is not necessary, unless required, to perform all of the tests described.

Road marking materials. Laboratory methods for identification

BS EN 13459:2011 道路标记材料.存储和试验取样

This document specifies methods to obtain representative samples of road marking materials for testing and gives the appropriate test methods. The methods to obtain representative samples are described as appropriate for the main product types, i.e. paint, cold plastics, thermoplastics, premix glass beads, drop-on materials, preformed road markings and retroreflecting road studs. NOTE This document may apply to the verification and/or identification of consignments of road marking materials or materials held in stock, for example in a warehouse or at the manufacturer's storage facility, or for materials which require checking prior to application.

Road marking materials. Sampling from storage and testing

BS EN 1824:2011 道路标记材料.道路试用

This document specifies the requirements for conducting road trials for road marking materials intended for use in both permanent and temporary road marking. Details are given for test sites, for the application of road marking materials on the test sites, for the parameters to be measured and the frequency of the measurements and for the presentation of the results in the form of a test report.

Road marking materials. Road trials

YB/T 4228-2010 混凝土多孔砖和路面砖用钢渣

Steel slag for concrete porous bricks and pavers

ASTM D2041/D2041M-11 沥青铺设配合料理论最大比重和密度标准试验方法

The theoretical maximum specific gravities and densities of bituminous paving mixtures are fundamental properties whose values are influenced by the composition of the mixture in terms of types and amounts of aggregates and bituminous materials. Maximum specific gravity is used (1) in the calculation of air voids in the compacted bituminous paving mixture, (2) in calculating the amount of bitumen absorbed by the aggregate, and (3) to provide target values for the compaction of paving mixtures. Note 18212;The quality of the results produced by this standard 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 Standard Practice are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice alone does not completely assure reliable results. Reliable results depend on many factors; following the suggestions of Practice or some similar acceptable guideline provides a means of evaluating and controlling some of those factors1.1 This test method covers the determination of the theoretical maximum specific gravity and density of uncompacted bituminous paving mixtures at 25°C [77°F]. 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. 1.2.1 Residual pressure measurements are shown in both the SI unit of kPa and the commonly used non-standard equivalent unit of “mm of Hg”. 1.2.2 Measurements of volume and mass are only given in SI units because they are the only units typically used in practice when performing this test method. 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 Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures

ASTM E1710-11 使用便携式反射仪测量CEN规定几何形状的路面反射标志材料的标准试验方法

The quality of the stripe is determined by the coefficient of retroreflected luminance, RL, and depends on the materials used, age, and wear pattern. These conditions shall be observed and noted by the user. Under the same conditions of illumination and viewing, larger values of RL correspond to higher levels of visual performance. Retroreflectivity of pavement (road) markings degrade with traffic wear and require periodic measurement to ensure that sufficient line visibility is provided to drivers. For a given viewing distance, measurements of RL made with a retroreflectometer having a geometry corresponding to that viewing distance are a good indicator of the visual ranking of material measured. As specified by CEN, the measurement geometry of the instrument is based on a viewing distance of 30 m, a headlight mounting height of 0.65 m directly over the stripe, and an eye height of 1.2 m directly over the stripe. It shall be the responsibility of the user to employ an instrument having the specified observation and entrance angles.1.1 This test method covers measurement of the retroreflective properties of horizontal pavement marking materials containing retroreflecting beads, such as traffic stripes and surface symbols, using a portable retroreflectometer that can be placed on the road delineation to measure the retroreflection at a prescribed geometry. Note 18212;The restriction to bead based materials is for the purpose of ensuring a sufficiently gradual optical response function (from points of the source aperture to points of the receiver aperture) to allow generous sized instrument source and receiver apertures. 1.2 The entrance and observation angles of the retroreflectometer affect the readings. As specified by the European Committee for Standardization (CEN), the entrance and observation angles shall be 88.76° and 1.05°, respectively. 1.3 This test method is intended to be used for field measurement of pavement markings but may be used to measure the performance of materials on sample panels before placing the marking material in the field. 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 Method for Measurement of Retroreflective Pavement Marking Materials with CEN-Prescribed Geometry Using a Portable Retroreflectometer

ASTM D7681-11 用流动式数字图像分析仪测量玻璃球等级的标准试验方法

The gradation (size distribution) of glass beads has a significant influence on the retroreflective efficiency of a pavement marking system. This test method is for the characterization of the gradation (size distribution) of glass beads for the purpose of compliance testing against standard specification for glass beads in pavement marking applications. While there are potential industrial applications for this test method beyond the measurement of gradation (size distribution) of glass beads for pavement markings, those are beyond the scope of this standard.1.1 This test method covers the determination of the gradation (size distribution) of glass spheres used in pavement marking systems using a Flowing Stream Digital Analyzer. Typical gradations for pavement marking systems are defined in ranges from Type 0 through 5 in AASHTO M247-08. 1.2 This test method provides for the presentation of the size data in a variety of formats to the requirements of the agency pavement marking material specification. For most specifications the standard format is to present the size data as “Percent Retained” or “Percent Passing” relative to a series of standard US sieve sizes. 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.

Standard Test Method for Measuring Gradation of Glass Spheres Using a Flowing Stream Digital Image Analyzer

ASTM C902-11 人行道及交通稀疏处铺地砖的标准规范

1.1 This specification covers brick intended for use as paving material subjected to pedestrian and light vehicular traffic. The units are designed for use in pedestrian applications and vehicular areas that are subjected to low volumes of vehicular traffic, such as residential driveways and streets and commercial driveways (passenger drop-offs). The units are not intended to support heavy vehicular traffic covered by Specification C1272 or for industrial applications covered by Specification C410. Note 18212;Heavy vehicular traffic is defined as high volumes of heavy vehicles (trucks having 3 or more axles) in Specification C1272. 1.2 The property requirements of this specification apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section 4) of this specification is beyond the scope of this specification. 1.3 Brick are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to provide the strength and durability requirement of this specification (see Terminology C1232). 1.4 The brick are available in a variety of sizes, colors, and shapes. They are available in three classes according to exposure environment and three types according to type of traffic exposure. 1.5 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.

Standard Specification for Pedestrian and Light Traffic Paving Brick

ASTM D979/D979M-11 沥青铺面混合料取样的标准操作规程

General: Sampling is equally as important as the testing, and the sampler shall take every precaution to obtain samples that will yield an acceptable estimate of the nature and conditions of the materials which they represent. Samples for the development of preliminary data are obtained by the party responsible for the development of the data. Samples for control of the product at the source of manufacture or storage, or at the site of use, are obtained by the manufacturer, contractor, or other parties responsible for accomplishing the work. Samples for tests to be used in acceptance or rejection decisions by the purchaser are obtained by the purchaser or his authorized representative. This standard shall not be used for the sampling of compacted bituminous paving mixtures. shall be used.1.1 This practice covers sampling of bituminous paving mixtures at points of manufacture, storage, delivery, or in place. 1.2 The values stated in SI units are to be regarded as the standard. The values in parentheses are provided for information purposes only. 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 Paving Mixtures

ASTM D3666-11 道路及铺装材料测试和检查机构最低要求的标准规范

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 C1272-11 重型车辆通过的路面砖标准规范

1.1 This specification covers brick intended for use as a paving material in areas with a high volume of heavy vehicular traffic. The units are designed for use in such places as streets, commercial driveways, and aircraft taxiways. These units are not intended for applications covered by Specifications C410 or C902. 1.2 Units are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see Terminology C1232). 1.3 Brick may be shaped during manufacture by extruding, molding, or pressing. Brick may have spacing lugs, chamfered edges, or both. 1.4 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.

Standard Specification for Heavy Vehicular Paving Brick

ASTM D3549/D3549M-11 压实沥青铺路混合料样本厚度及高度的标准试验方法

The thickness of a compacted bituminous paving mixture is often used as a construction check to insure that the proper quantity of materials has been placed on a project and to correct strength measurement on constant diameter specimens with varying heights. Note 18212;The equipment and personnel performing this test method can be evaluated by Practice D 3666.1.1 This test method covers determination of the thickness (or height) of compacted bituminous paving mixture specimens. 1.2 This standard does not purport to address all of the safety problems, 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 Thickness or Height of Compacted Bituminous Paving Mixture Specimens