93.080.10 道路建筑 标准查询与下载

DB61/T 979-2015 斜向预应力混凝土路面技术规范

本标准适用于陕西省新建斜向预应力混凝土路面的设计、施工及质量检验评定

Technical specification for inclined prestressed concrete pavement

BS EN 536:2015 筑路机械 道路建筑材料搅拌站 安全要求

Road construction machines. Mixing plants for road construction materials. Safety requirements

EN 536:2015 道路施工机械.道路施工材料的混合工厂.安全要求

This European Standard specifies the safety requirements applicable to stationary and relocatable mixing plants for the production of materials (e. g. hot-mix asphalt, cold-mix asphalt, cement gravel) used for the construction and maintenance of traffic routes (roads, highways, sidewalks, airfields, etc.) water retaining works, dam walls, culverts, etc. This European Standard applies to the following types of mixing plant: a) hot asphalt mixing plant; b) cold mixing plant (e. g. for production of cement gravel, cold mix asphalt); c) mixing plant for bituminous or non-bituminous reclaimed materials; d) mixing plant for mastic asphalt, also including natural asphalt. Machines moving during the working process (e. g. mobile mastic asphalt mixers) and crushers are not covered by this European Standard. Those types of asphalt mixing plants can also be combined or enlarged by additional installations (e. g. Plant for storage of binders (e. g. bituminous, synthetic, vegetal)). This European Standard deals with all significant hazards pertinent to mixing plants, when they are used as intended and under the conditions of misuse which are reasonably foreseen by the manufacturer. This European Standard specifies the appropriate technical measures to eliminate or reduce risks arising from the significant hazards. This European Standard does not apply to machines for the production of cement concrete and mortar as covered in EN 12151. This European Standard does not deal with hazards caused by flammable gases. As soon as information is available it will be included. This European Standard is not applicable to mixing plants for road construction materials, which are manufactured before the date of publication of this European Standard by CEN.

Road Construction Machines - Asphalt Mixing Plants - Safety Requirements

DB63/T 1381-2015 高寒地区沥青路面施工技术规范

本规范规定了高寒地区公路沥青路面施工技术规范的术语和定义、符号和代号、总则、沥青路面垫层、底基层、路面基层、透层、下封层、粘层和路面面层以及水泥混凝土桥面防水粘结层。本规范适用于高等级公路沥青路面施工。

Technical specifications for asphalt pavement construction in alpine regions

ASTM D3282-15 公路建设用土壤和土料混凝物分类的标准实施规程

4.1 The practice described classifies soils from any geographic location into groups (including group indexes) based on the results of prescribed laboratory tests to determine the particle-size characteristics, liquid limit, and plasticity index. 4.2 The assigning of a group symbol and group index can be used to aid in the evaluation of the significant properties of the soil for highway and airfield purposes. 4.3 The various groupings of this classification system correlate in a general way with the engineering behavior of soils. Also, in a general way, the engineering behavior of a soil varies inversely with its group index. Therefore, this practice provides a useful first step in any field or laboratory investigation for geotechnical engineering purposes. Note 3: The quality of the result produced by this standard is dependent upon the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D3740 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D3740 provides a means of evaluation some of those factors. 1.1 This practice covers a procedure for classifying mineral and organomineral soils into seven groups based on laboratory determination of particle-size distribution, liquid limit, and plasticity index. It may be used when a precise engineering classification is required, especially for highway construction purposes. Evaluation of soils within each group is made by means of a group index, which is a value calculated from an empirical formula. Note 1: The group classification, including the group index, should be useful in determining the relative quality of the soil material for use in earthwork structures, particularly embankments, subgrades, subbases, and bases. However, for the detailed design of important structures, additional data concerning strength or performance characteristics of the soil under field conditions will usually be required. 1.2 Units—The sieve designations are identified using the “standard” system in accordance with Specification E11, such as 75-mm and 75-μm, followed by the “alternative” system of 3-in. and No. 200, respectively. 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 Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

ASTM E2380/E2380M-15 采用出流量计测量铺面结构排水量的标准试验方法

5.1 This test method is suitable as a field test to evaluate the surface drainage, and in some cases, the internal drainage of the surface course of a pavement. When used with other tests, the outflow time may be used to evaluate the texture produced by an asphalt concrete mix, a finishing method used on Portland cement concrete pavement, and refinishing operations on an old pavement surface. Test results will correlate with other methods such as the CTMeter (Test Method E2157), MPD (Practice E1845), and MTD (Test Method E965). Note 1: The reciprocal of the outflow time is highly correlated with the MPD except when the surface is highly porous since the MPD is a measure of the surface texture and does not account for the water flowing through the surface pores. 5.2 The outflow times measured by this method are an indication only, and are not meant to provide a complete assessment of the pavement surface friction, or wet weather safety characteristics. 5.3 This test method does not necessarily correlate or agree with other methods of measuring pavement surface characteristics. It is up to the operator to determine the correlation of each method considered. 1.1 This test method covers the connectivity of the texture as it relates to the drainage capability of the pavement through its surface and subsurface voids. This is a specific device that times how long it takes a known quantity of water, under gravitational pull, to escape through voids in the pavement texture of the structure being tested. The technique is intended to provide a measure of the ability of the pavement to relieve pressure from the face of vehicular tires and thus an indication of hydroplaning potential under wet conditions. A faster escape time indicates a thinner film of water may exist between the tire and the pavement, thus more micro-texture could be exposed to indent the face of the tire and more surface friction available to the tire. The lower the number of seconds it takes to evacuate the water, the lower the water pressure under the tire. It will be up to the operator to compare the results of this test to other pertinent factors such as expected rainfall intensity and frequency, aggregate type, consistency of texture, grade, slope, expected vehicular speed, and accident history, to determine the relationship between the outflow meter reading and the likelihood of hydroplaning on a given surface. Comparing the outflow meter reading of a pavement known to have a history of hydroplaning, against one with a good history, with all other factors similar, will give the operator an indication of the outflow meter number that will be necessary to promote wet weather safety. 1.2 The results obtained using this test method are related to the mean hydraulic radius of a paved surface and may correlate with other methods to measure texture. 1.3 The results obtained using this test method are related to the mean texture depth (MTD). 1.4 The values stated in either SI units or inch-pound un......

Standard Test Method for Measuring Pavement Texture Drainage Using an Outflow Meter

GOST 33387-2015 一般用途汽车道路. 除冰材料. 技术要求

Automobile roads of general use. Deicing materials. Technical requirements

SNI 6388-2015 基础课程、子基础课程和路肩的综合规范

Spesifikasi agregat untuk lapis fondasi, lapis fondasi bawah, dan bahu jalan

ASTM D3910-15 稀浆封层设计, 试验和建设的标准实施规程

4.1 These slurry seal practices are written as a guide and should not be construed as specifications. 4.2 End-use specifications should be adopted to conform to job and user requirements. 1.1 These practices cover the design, testing, and construction of mixtures for surface treatment of pavements. It is written as a guide and should be used as such. End-use specifications should be adapted to conform to job and user requirements. 1.2 The values stated in SI units are to be regarded as the standard. The non-SI units used in this standard are allowed by the sub-committee for clarification in the use of 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 Practices for Design, Testing, and Construction of Slurry Seal

GOST 33389-2015 一般用途汽车道路. 除冰材料. 试验方法

Automobile roads of general use. Deicing materials. Methods of testing

KS B ISO 22242-2014(2019) 道路建设和道路维修机械设备 - 基本类型 - 识别和描述

Road construction and road maintenance machinery and equipment — Basic types — Identification and description

KS B ISO 15645:2014 道路建筑和维修设备.路面切槽机.术语和商业规范

Road construction and maintenance equipment — Road milling machinery — Terminology and commercial specifications

KS B ISO 15643:2014 道路建筑和养护设备.沥青黏合剂布料/喷料机.术语和商业规范

이 표준은 도로 건설 및 포장 작업용 아스팔트 결합재 살포기/분무기에 대한 용어, 장비 및 구성품의 정의와 그 작동 원리 및 매개 변수에 관한 용어를 규정한다.또한 이 표준은 수송 차량 및 믹싱 장치 등의 전체 장비 및 해당 구성품의 기술적 특성에 요구되는 매개 변수도 규정한다.?

Road construction and maintenance equipment — Bituminous binder spreaders/sprayers — Terminology and commercial specifications

KS B ISO 22242:2014 道路施工和道路维护机械和设备.基本类型.识别和描述

Road construction and road maintenance machinery and equipment — Basic types — Identification and description

DB35/T 1447-2014 福建省水运工程混凝土抗氯离子渗透性（电通量法）检测技术规程

本规程规定了水运工程混凝土抗氯离子渗透性（电通量法）检测技术规程的总则、术语与定义、检测基本原则、检测装置、仪器设备和试剂、检测温度、试件制作、检测步骤和结果计算及处理。 本规程适用于测量通过直径为(100±1）mm，高度为(50±2)mm的素混凝土试件或芯样的电通量来确定混凝土抗氯离子渗透性能的电通量检测方法。 本规程不适用于掺亚硝酸盐和钢纤维、钢筋、石墨、碳粉等导电材料的的混凝土抗氯离子渗透性试验。

Technical regulations for detection of chloride ion penetration resistance (electric flux method) of concrete for water transportation projects in Fujian Province

DB35/T 1446-2014 福建省公路工程基桩钻芯法检测技术规程

本规程规定了福建省公路工程基桩钻芯法检测的总则、术语与定义、一般规定、检测仪器与设备、现场检测技术、混凝土抗压强度试验、检测结果的分析与质量评定、报告。 本规程适用于福建省公路工程基桩钻芯法检测。

Technical regulations for detection of foundation pile foundation pile core method in Fujian Province

JT/T 925.1-2014 公路工程土工合成材料 土工格栅 第1部分:钢塑格栅

JT/T 925本部分规定了钢塑格栅的产品分类、规格型号及尺寸偏差、技术要求、试验方法、检验规则,以及标志、包装、运输和储存。本部分适用于以高强钢丝、聚乙烯等高分子聚合物为主要原料,加入一定量的抗紫外线、防老化助剂及其他增强改性物质,经挤出、复合的钢塑条带经向、纬向整合熔接成型的钢塑格栅。

Geosynthetics in highway engineerings.Geogrid.Part 1:Steel-plastic compound geogrid

DB21/T 2232-2014 CAPE封层设计与施工技术规范

CAPE seal design and construction technical specifications

DB21/T 2234-2014 高速公路微表处设计与施工技术规范

Technical specification for design and construction of expressway microsurfacing

DB21/T 2233-2014 沥青路面就地冷再生施工技术规范

Technical specification for in-situ cold recycling of asphalt pavement