93.080.10 道路建筑 标准查询与下载

GOST 32963-2014 一般用途汽车道路. 能见度距离. 测量方法

Automobile roads of general use. Visibility distances. Methods of measurement

ASTM D2995-14 沥青经销商评估应用率和剩余应用率的标准实施规程

3.1 Option A—The transverse and longitudinal application rate and variability in application rate of bituminous material applied to a pavement surface using a bituminous distributor can be estimated using Option A. 3.2 Option B—The transverse and longitudinal residual application rate and variability in residual application rate from emulsified asphalt applications to a pavement surface using a bituminous distributor can be estimated by using Option B. 1.1 This practice covers the determination of transverse and longitudinal application rate and residual application rate of asphalt distributors in gallons per square yard (or litres per square metre). 1.2 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. 1.3 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 Estimating Application Rate and Residual Application Rate of Bituminous Distributors

ASTM D3104-14a 沥青软化点的标准试验方法 (米勒软化点法)

4.1 Pitch does not go through a solid-liquid phase change when heated, and therefore does not have a true melting point. As the temperature is raised pitch gradually softens or becomes less viscous. For this reason, the determination of the softening point must be made by an arbitrary, but closely defined, method if the test values are to be reproducible. 4.2 This test method is useful in determining the consistency of pitches as one element in establishing the uniformity of shipments or sources of supply. 1.1 This test method covers the determination of the softening point of pitches having softening points in the range from 50 °C to 180 °C by this test method, and gives results comparable to those obtained by Test Method D2319 above 808201;°C (176 °F). 1.2 The values stated in SI units are to be regarded as 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 Test Method for Softening Point of Pitches (Mettler Softening Point Method)

DB35/T 1375-2013 公路厂拌泡沫沥青冷再生路面设计与施工技术规程

本标准规定了公路厂拌泡沫沥青冷再生路面的设计、路用材料与施工准备、配合比设计、路面施工、 施工质量管理与检查、工程质量检验评定及试验方法。 本标准适用于各等级公路沥青路面的大修、改扩建工程、高速公路与各等级公路沥青路面的下面层 及基层。 城市道路的大修与改扩建工程可参照执行。

Technical specification for design and construction of road factory mixed foam asphalt cold recycled pavement

DB14/T 756-2013 公路隧道水文地质勘察指南

本标准适用于山西省境内新建、改建公路隧道设计、施工及运营中的水文地质勘察。

Guide to Hydrogeological Survey of Highway Tunnels

ASTM D1752-04a(2013) 混凝土铺路和结构施工用预制海绵橡胶软木和再生聚氯乙烯膨胀节填料的标准规范

1.1 This specification covers preformed expansion joint fillers of the following four types for use in concrete, brick, or stone construction. 1.1.1 Type I—Sponge rubber. 1.1.2 Type II—Cork. 1.1.3 Type III—Self-expanding cork. 1.1.4 Type IV—Recycled PVC. 1.2 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. NOTE 1—Attention is called to Specification D994 and D1751.

Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction

BS ISO 22242:2005+A1:2013 道路建筑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

DB11/T 999-2013 城镇道路建筑垃圾再生路面基层施工与质量验收规范

Code for construction and quality acceptance of urban road construction waste recycled pavement base

DB15/T 547-2013 内蒙古自治区公路混凝土梁式桥加固技术规程

Inner Mongolia Autonomous Region Highway Concrete Beam Bridge Reinforcement Technical Regulations

ISO 22242:2005/Amd 1:2013 道路施工和道路维护机械和设备.基本类型.识别和描述.修改件1

Road construction and road maintenance machinery and equipment - Basic types - Identification and description; Amendment 1

DB14/T 724-2012 公路土建工程施工质量保证资料编制规范

本标准适用于山西省境内新建和改扩建公路土建工程工地试验室、施工现场质量保证资料编制，公路养护土建工程施工可参照执行。

Specification for preparation of quality assurance documents for highway civil engineering construction

DB35/T 1279-2012 公路沥青路面就地热再生技术规程

本标准规定了公路沥青路面就地热再生技术的术语与符号、原路面调查、材料要求、配合比设计、施工质量控制和验收评定方法。 本标准适用于仅存在浅表轻微病害的高速公路及一、二级公路沥青路面就地热再生工程的设计、试验、施工、质量控制与验收。再生层可用作中面层或上面层。 其他等级道路或市政道路沥青路面就地热再生工程可参照使用。

Technical specification for hot-in-place regeneration of highway asphalt pavement

ISO 15643:2002/Amd 1:2012 道路施工与养护设备.沥青粘合剂布胶器/喷雾器.商用规范和术语.修改件1

Road construction and maintenance equipment - Bituminous binder spreaders/sprayers - Terminology and commercial specifications; Amendment 1

ASTM C902-12 人行道及交通稀疏处铺地砖的标准规格

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 1???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

GSO EN 500-4:2011 移动式道路施工机械 安全 第4部分：压实机械的特殊要求

This part of EN 500 specifies the safety requirements for compaction machines as defined in Clause 3 and deals with all significant hazards, hazardous situations and events relevant to compaction machines, when they are used as intended and under conditions of misuse which are reasonably foreseeable. This document specifies additional requirements to and/or exceptions from EN 500-1 "Common requirements".

Mobile road construction machinery - Safety - Part 4: Specific requirements for compaction machines

GSO EN 500-6:2011 移动式道路施工机械 安全 第6部分：路面整修设备的特殊要求

This part of EN 500 specifies the safety requirements for paver-finishers as defined in Clause 3 and deals with the significant hazards relevant to these machines, when they are used as intended and under conditions of misuse which are reasonably foreseeable. This part of EN 500 contains additional requirements to EN 500-1 "Common requirements". If internal and/or external vibrators are used for concrete paving, then prEN 12649 applies.

Mobile road construction machinery - Safety - Part 6: Specific requirements for paver-finishers

GSO EN 13020:2011 路面处理设备 安全要求

This document applies to road surface treatment machines, which are in particular: - binder sprayers [or sprayers]; - chipping spreaders [or spreaders]; - machines for surface repairs (binder sprayer chipping spreader [or sprayer spreader]); - mastics asphalt mixers; - joint sealer; - micro-surfacing machines/slurry machines; - cold asphalt laying / micro-asphalt-paving machines; (see also Clause 3). Road surface treatment machines can be mounted on a carrier vehicle, trailer or articulated truck, combining to form an integral unit. It is also possible to mount a road surface treatment machine on its own chassis construction and propulsion system (self-propelled or pedestrian-controlled). In all cases the machine and chassis form an integral unit. Directives and standards for the vehicular truck chassis aspects, termed 'carrier vehicle' in this document, would be those relative to that equipment, even where specific modifications have been made to realize the road surface treatment application. The use in public road traffic is governed by the national regulations. This document deals with all significant hazards identified through a risk assessment relevant to road surface treatment machines when they are used as intended and under the conditions foreseen by the manufacturer (see Clause 4). This document does not deal with significant hazards associated with pressurized tanks, noise and EMC. This document specifies the appropriate technical measures to eliminate or reduce risks arising from the significant hazards associated with machine operation, setting and adjustments, load discharge and routine maintenance. This document does not include requirements for the carrier vehicles or special constructions. These are covered in directives related to the construction of vehicles. Demountable bodywork systems (e.g. demountable containers) are specified in other standards.

Road surface treatment machines - Safety requirements

GSO EN 500-2:2011 移动式道路施工机械 安全 第2部分：道路刮土机的特殊要求

This part of EN 500 specifies the safety requirements for road-milling machines as defined in Clause 3 and deals with all significant hazards, hazardous situations and events relevant to these machines, when they are used as intended and under conditions of misuse which are reasonably foreseeable. This part of EN 500 contains additional requirements to EN 500-1 "Common requirements".

Mobile road construction machinery - Safety - Part 2: Specific requirements for road-milling machines

GSO EN 500-3:2011 移动式道路施工机械 安全 第3部分：土壤固化机和回收机的特殊要求

This part of EN 500 specifies the safety requirements for soil-stabilising machines and recycling machines as de-fined in Clause 3 and deals with all significant hazards, hazardous situations and events relevant to these ma-chines, when they are used as intended and under conditions of misuse which are reasonably foreseeable. This part of EN 500 contains additional requirements to EN 500-1 "Common requirements".

Mobile road construction machinery - Safety - Part 3: Specific requirements for soil-stabilising machines and recycling machines

GSO EN 500-1:2011 移动式道路施工机械 安全 第1部分：一般要求

1.1 This part of EN 500 specifies the common safety requirements for mobile road construction machinery ). The EN 500 series is applicable to mobile road construction machinery as listed in Annex A. When no specific standard exists, EN 500-1 applies. It specifies common requirements for the design and construction of mobile road construction machinery in order to protect workers from accidents and health hazards which could occur during operation, loading, transport and maintenance. Additional specific requirements for certain types of mobile road construction machinery are given in parts 2 to 4 and 6 of this standard. This part of this standard gives safety requirements for all types of mobile road construction machinery and shall be used in conjunction with one of the parts 2 to 4 and 6. These machine-specific parts do not repeat the requirements from part 1 but add to or replace the requirements for the type of mobile road construction machinery in question. Machine-specific requirements in parts 2 to 4 and 6 take precedence over the respective requirements of this stan-dard. For types of mobile road construction machinery not dealt with in parts 2 to 4 and 6, EN 500-1 applies and if for those machinery additional derived risks may arise, these risks have to be taken into consideration. 1.2 This European Standard deals with all significant hazards, hazardous situations and events relevant to mobile road construction machinery, when they are used as intended and under conditions of misuse which are reasonably foreseeable (see Clause 4). This European Standard specifies the appropriate technical measures to eliminate or reduce risks arising from the significant hazards as specified in Clause 4. 1.3 This European Standard applies to machines which are manufactured after the date of publication of this European Standard by CEN.

Mobile road construction machinery - Safety - Part 1: Common requirements