Q85 城市道路器材设备 标准查询与下载

BS EN 1794-1:2011 道路交通降噪设备.非声学性能.机械性能和稳定性要求

Road traffic noise reducing devices. Non-acoustic performance. Mechanical performance and stability requirements

BS EN 1794-2:2011 道路交通降噪设备.非声学性能.一般安全性和环境要求

Road traffic noise reducing devices. Non-acoustic performance. General safety and environmental requirements

DIN EN 1317-2:2011 道路防护体系.第2部分:安全栅栏包括车辆护栏用效能类别,冲击试验验收准则和试验方法;德文版本EN 1317-2-2010

Road restraint systems - Part 2: Performance classes, impact test acceptance criteria and test methods for safety barriers including vehicle parapets; German version EN 1317-2:2010

ASTM E2177-11 标准潮湿条件下路面标记反射亮度(R_L)系数测量的标准试验方法

The nighttime performance of pavement markings is determined by the coefficient of retroreflected luminance, RL, be it dry or wet, 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 headlight illumination and driver''s viewing, larger values of RL correspond to higher levels of visual performance at corresponding geometry. The pavement marking''s measured performance in the standard condition of wetness is used to characterize the performance of the marking on the road when wet. Newly installed pavement markings may have a natural surface tension or release agents that prevent wetting of the product by water. The water will tend to “bead up” on the marking. This “non wetting” condition is usually short lived. Pavement markings that have been on the road for one month prior to testing usually do not exhibit this non-wetting phenomenon. (Warning–This phenomenon produces an interference when assessing the wet characteristics of a pavement marking. Attempts to measure markings with this surface “non-wetting” or “beading” of the water may give higher values.) The retroreflectivity, RL, of pavement (road) markings degrades with traffic wear and requires periodic measurement to ensure that sufficient line visibility is provided to drivers. For example see Specification D6359 for dry retroreflectivity requirements. 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 the material measured. As specified by Test Method E1710, the measurement geometry of the instrument is based on a viewing distance of 30 m, an eye height of 1.2 m and a headlight mounting height of 0.65 m (see Appendix X1). 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 the measurement of the wet retroreflective (RL) properties of horizontal pavement marking materials, such as traffic stripes and road surface symbols, using a portable or mobile retroreflectometer that can be placed on or before the road marking to measure the retroreflection at the prescribed geometry. 1.2 This method of measuring the wet retroreflective properties (RL) of pavement markings measures the wet retroreflectivity in a standard condition of wetness (see Fig. 1). 1.2.1 Discussion151;This test condition typically exists (1) after a rainfall has ended and the pavement markings are still wet or (2) as the markings are wet from dew or humidity. 1.3 Retroreflective performance obtained with this test in conditions of wetness does not necessarily relate to how markings perform in conditions of rain, that is, as markings are being rained upon. Note 18212;Test Method

Standard Test Method for Measuring the Coefficient of Retroreflected Luminance (R_L) of Pavement Markings in a Standard Condition of Wetness

ASTM C1189-11 行人区自动SNM控制器的校正程序标准指南

SNM monitors are an effective means to search pedestrians for concealed SNM. Maintaining monitor effectiveness rests on appropriate calibration and adjustment being part of a continuing maintenance program. The significance of this guide for monitor users who must detect SNM is to describe calibration and adjustment procedures for the purpose. The significance of this guide for monitor manufacturers is to describe calibration procedures, particularly for detecting forms of SNM that may not be readily available to them.1.1 This guide covers calibrating the energy response of the radiation detectors and setting the discriminator and alarm thresholds used in automatic pedestrian special nuclear material (SNM) monitors. 1.2 Automatic pedestrian SNM Monitors and their application are described in Guide C1112, which suggests that the monitors be calibrated and tested when installed and that, thereafter, the calibration should be checked and the monitor tested with SNM at three-month intervals. 1.3 Dependable operation of SNM monitors rests, in part, on an effective program to test, calibrate, and maintain them. The procedures and methods described in this guide may help both to achieve dependable operation and obtain timely warning of misoperation.

Standard Guide to Procedures for Calibrating Automatic Pedestrian SNM Monitors

BS CWA 16221:2010 车辆安全屏障.性能要求,试验方法和应用指南

Vehicle security barriers. Performance requirements, test methods and guidance on application

BS EN 1317-3:2010 道路防护系统.第3部分:防撞垫的性能等级,冲击试验验收标准和试验方法

This European Standard specifies requirements for the performance of crash cushions during vehicle impacts. It specifies performance classes and acceptance criteria for impact tests, which should be read in conjunction with EN 1317-1 and EN 1317-5. The modifications included in this European Standard are not a change of test criteria, in the sense of EN 1317-5-2007+A1-2008, ZA.3.

Road restraint systems. Part 3: Performance classes, impact test acceptance criteria and test methods for crash cushions

BS EN 1317-2:2010 道路防护体系.包括车辆的安全屏障护栏的性能等级,冲击试验,验收标准和试验方法

This European Standard specifies requirements on impact performance of safety barriers, including vehicle parapets, classes of containment, working width, vehicle intrusion and impact severity levels. NOTE This European Standard should be read in conjunction with EN 1317-1. Both these standards support EN 1317-5. The modifications included in standard are not a change of test criteria, in the sense of the EN 1317-5-2007+A1-2008, ZA.3.

Road restraint systems. Part 2: Performance classes, impact test acceptance criteria and test methods for safety barriers including vehicle parapets

CJ/T 342-2010 快速公共汽车交通（BRT）站台屏蔽门

本标准规定了快速公共汽车交通（BRT）站台屏蔽门的术语和定义、型号、要求、试验方法、检验规则、标志、包装、运输和储存。 本标准适用于快速公共汽车交通（BRT）站台屏蔽门的设计、制造、检测和包装。

Bus rapid transit (BRT) platform screen door

JJG(交通) 102-2010 通信管道静摩擦系数标准器

本规程适用于通信管道静摩擦系数标准器(简称标准器)的首次检定、后续检定和使用中检验。

Static Friction Coefficient Standard of Communication Conduct

JJG(交通) 101-2010 逆反射标准器

本规程适用于逆反射标准器的首次检定、后续检定和使用中检验。

Retroreflective Standard

ANSI C136.36c-2010 钢制路面和区域照明电杆

This standard applies to steel lighting poles. This standard includes nomenclature, dimensional data, performance criteria, and some interchangeability features for standard poles as well as those that must meet breakaway requirements for poles as described in Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, AASHTO LTS.

Steel Roadway and Area Lighting Poles

ASTM D7585/D7585M-10 使用便携式手动仪器评估反射路标的标准实施规程

This practice provides procedures for the determination of the retroreflective performance of pavement markings. This practice does not set the minimum retroreflectance values for pavement markings, it describes sampling criteria for determining the retroreflective properties of pavement markings, which then can be used to determine compliance with a specification. It is the responsibility of the agency having jurisdiction to set the acceptable retroreflectivity values within their own specifications. This practice does not purport to address all the concerns regarding contamination of the markings, but the following may be helpful. It is very important that the markings being evaluated are clean and dry. If the evaluation is being used relative to a measure of the performance of a contractor, it is imperative that the parties agree beforehand on the definition of clean and dry. There are many forms of contamination on a roadway that will lower the retroreflectivity readings of a marking, but not all of them can be removed. Asphalt oil and rubber skid marks are examples. Loose dirt can be removed by pressure washing, perhaps using soap, brushing or high-pressure air, however, these techniques are usually insufficient to remove dirt that is packed into the marking surface. Care should be taken to select areas that are typical of the marking section, avoiding areas of paint tracking or contamination, for example. It may be useful to take photographs using a digital camera and a good macro lens to be able to see the contamination on or between the glass beads.1.1 This practice describes several field techniques to evaluate the retroreflective properties of pavement markings containing retroreflecting optics (for example, centerlines and edgelines) and applied to the road surface. The techniques described in this practice contain sampling criteria such as the length of test sections and the number of measurements needed. The practice is based on retroreflective measurements made with portable hand-operated instruments in compliance with Test Method E1710. 1.2 The data obtained from this practice can be used to determine the acceptance or rejection of a project based on specified levels of retroreflectivity established by the agency having jurisdiction. 1.3 This practice can be used for the evaluation of newly installed or existing pavement markings. When testing newly applied pavement markings, it is recommended that the evaluation be done no sooner than 48 hours after application but before 30 days after application so that excess retroreflective optics, such as glass spheres, are no longer present. 1.4 The assessment techniques in this practice are based on best practices and designed to provide three levels of confidence in terms of quantifying the retroreflective performance of markings. Each technique represents a tradeoff between the number of measurements and the confidence of the retroreflective performance of the markings under study. 1.5 This practice can be used by agencies as is or may be customized to meet an agency’s specific needs. Where applicable, the practice describes areas where different assumptions could be made, which would impact the sampling needs and the confidence levels of the results. When deviations from this practice are made, they shall be documented in the test report. Note 18212;When measuring newly installed pavement markings, there are several factors that contribute to erroneous values for measurements made within a short time after application, such a......

Standard Practice for Evaluating Retroreflective Pavement Markings Using Portable Hand-Operated Instruments

SANS 51317-1:2009 道路防护系统．第1部分：术语和试验方法通用标准

Specifies the definitions of the principal terms used for road vehicle restraint systems and pedestrian restraint systems in other parts in this standard. Specifies the general provisions for test methods.

Road restraint systems Part 1: Terminology and general criteria for test methods

NF P98-663-1*NF EN 1463-1:2009 道路标记材料.反光路钉.第1部分:初始性能要求

Road marking materials - Retroreflecting road studs - Part 1 : initial performance requirements.

NF P98-691:2009 水平道路标记工程

Horizontal road marking works.

SANS 1806:2009 结构轴承．桥梁支座．材料，制造和安装

Specifies requirements for materials and workmanship commonly used in the manufacture and installation of bridge bearings.

Structural bearings - Bridge bearings - Materials, manufacture and installation

DIN EN 13422:2009 垂直道路标志.便携式拐弯警告装置和道路轮廓标志灯.便携式道路交通标志.锥形和圆柱形交通路标(包括修改件A1-2009).英文版本DIN EN 13422-2009-08

This document specifies requirements for new traffic cones and new traffic cylinders with retroreflective properties. This document specifies minimum essential visual and physical performance characteristics; test methods for determination of product performance and the means by which this performance may be communicated to the user and the public including safety enforcement agencies. The document provides a series of categories or classes by which a traffic cone or traffic cylinder may be specified for use in different applications in accordance with best practice. In the case of physical properties, performance levels and indicative tests are provided for cold weather, stability, and impact resistance when dropped. Requirements for visual recognition properties, colour, retroreflectivity and luminance are provided. All of the tests contained in this document already exist in one or more national technical standard(s) of Member State(s), or in legislative requirement(s) or code(s) of practice of Member State(s). Provision for identification and marking to declared levels of performance is provided. There are other product shapes which perform similar functions. This document does not cover devices made in other shapes, or which do not meet the design requirements of this document.

Vertical road signs - Portable deformable warning devices and delineators - Portable road traffic signs - Cones and cylinders(includes Amendment A1:2009); English version of DIN EN 13422:2009-08

DIN EN 1463-1:2009 道路标记材料.反射型路钉.第1部分:初始性能要求,DIN EN 1463-1:2009-07的英文版本

This European Standard specifies the initial performance requirements and laboratory test methods for retroreflecting road studs intended for use as permanent and temporary road marking materials.

Road marking materials - Retroreflecting road studs - Part 1: Initial performance requirements; English version of DIN EN 1463-1:2009-07

SANS 51317-2:2009 道路限制系统.第2部分:安全屏障性能分类、冲击试验验收标准及检测方法

Specifies requirements for the impact performance of safety barriers including vehicle parapets. Defines perfomance classes for different containment levels, acceptance criteria for impact tests and test methods.

Road restraint systems Part 2: Performance classes, impact test acceptance criteria and test methods for safety barriers