93.080.10 道路建筑 标准查询与下载

DB14/T 712-2018 高速公路施工驻地、场站、工地试验室 建设指南

Guidelines for Construction of Expressway Construction Stations, Stations and Site Laboratories

DB14/T 716-2018 高速公路路面工程施工指南

本标准适用于山西省高速公路路面工程施工，其他等级公路可参照执行

Guidelines for Construction of Expressway Pavement Engineering

DB61/T 1153-2018 泡沫沥青就地冷再生沥青路面设计与施工技术规范

本标准规定了公路沥青路面 采用泡沫沥青就地冷再生的材料 、 再生路面 结构设计 、 混合料 配合比设 计 、 施工准备 、 施工 工艺 、 施工 质量管理与检查验收 。 本标准适用于陕西省一级及以下等级公路泡沫沥青就地冷再生施工 。

Technical specifications for design and construction of foamed asphalt in-situ cold recycled asphalt pavement

DB61/T 1149-2018 建筑垃圾再生材料路基施工技术规范

本标准规定了石灰粉煤灰稳定掺配建筑垃圾再生集料 （简称二灰稳定掺配集料） 基层材料要求、配 合比设计、施工、质量管理和验收。 本标准适用于各等级公路新建和改扩建工程的基层和底基层施工

Technical specification for subgrade construction of construction waste recycled materials

DB61/T 1152-2018 公路彩色警示路面施工技术规范

本标准规定了公路警示路面的材料、设计、施工、质量与验收要求。 本标准适用于公路事故多发（点）段及其他危险路段的警示路面

Technical specification for highway color warning pavement construction

DB35/T 1722-2017 公路路面半开级配超薄磨耗层施工技术规范

本标准规定了公路路面半开级配超薄磨耗层的材料要求、混合料配合比设计、施工工艺、施工质量管理与检查、工程质量检验评定及超薄磨耗层试件成型方法。 本标准适用于高等级公路沥青路面、水泥混凝土路面、水泥混凝土桥面、水泥混凝土隧道路面的表面磨耗层及以上路面的预防性养护。城市道路养护与新建或改扩建工程可参照执行。

Construction technical specification for semi-open graded ultra-thin wearing layer on highway pavement

KS F 2525-2017 砂石料公路建设

Crushed aggregate for road construction

KS F 2525-2017(2022) 道路施工用碎骨料

Crushed aggregate for road construction

DB37/T 3026-2017 土工合成材料 四向拉伸塑料土工格栅技术要求

Technical requirements for geosynthetic four-way tensile plastic geogrid

KS F 2491-2017(2022) 多孔沥青粘合剂弯曲梁试验的标准试验方法

Standard test method of the flexural beam test for porous asphalt binder

KS F 2491-2017 多孔沥青结合料弯曲梁试验的标准试验方法

Standard test method of the flexural beam test for porous asphalt binder

DB61/T 1085-2017 半刚性基层沥青路面透层施工技术规范

本标准规定了半刚性基层沥青路面透层施工的术语和定义、材料、施工、质量管理与检查验收。 本标准适用于半刚性基层沥青路面透层施工。级配碎石基层沥青路面透层施工参照执行

Technical specifications for construction of semi-rigid base asphalt pavement penetrating course

JT/T 1124.1-2017 公路工程土工合成材料 防水材料 第1部分：塑料止水带

Geosynthetic waterproofing materials for highway engineering Part 1: Plastic waterstops

DB61/T 1068-2017 沥青路面养护铣刨施工技术规范

本标准规定了沥青路面养护铣刨施工的术语和定义、一般要求、准备工作、铣刨施工，施工质量管 理与验收。 本标准适用于高速公路、一级公路沥青路面养护铣刨施工。其他等级公路可参照执行。

Technical specifications for milling and planing construction of asphalt pavement maintenance

ASTM D3042-17 碳酸盐聚集体中不溶性残渣的标准试验方法

3.1 The amount and size distribution of noncarbonate (insoluble) material in carbonate aggregates is of interest to those conducting research on the polish susceptibility of stone used in pavements or on the friction properties of pavement surfaces. In addition, some agencies utilize the test for acceptance purposes to delineate carbonate aggregates that polish excessively and become slippery and those that will not. Note 1: The quality of the results produced by this standard are dependent upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing/sampling/inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors. 1.1 This test method covers determination of the percentage of insoluble residue in carbonate aggregates using hydrochloric acid solution to react the carbonates. 1.2 The values stated in SI units are to be regarded as standard. Regarding sieves, per Specification E11, “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. The values stated in inch-pound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses. 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. 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. Specific precaution statements are given in Section 7. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Method for Insoluble Residue in Carbonate Aggregates

ASTM D1074-17 沥青混合料抗压强度的标准试验方法

3.1 The compressive strength of specimens prepared and tested by this test method along with density and voids properties are used for laboratory mix design of asphalt mixtures. One approach is described in ASTM STP 252.4 3.1.1 This test method also describes the methods for molding, curing, and testing of specimens being evaluated by Test Method D1075. 3.1.2 When used in conjunction with other mixture physical properties, the compressive strength may contribute to the overall mixture characterization and is one factor determining its suitability for use under given loading conditions and environment as a highway paving material. 3.2 Typical values of minimum compressive strengths for design of asphalt mixtures by this test method for different traffic densities are given in Table 401-1 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects.3 Some state departments of transportation and federal agencies have specific requirements of their own based on their experience with this test method. The agencies should be consulted for their specific requirements if work is to meet their standards. 3.3 Reheated mixtures are permissible in this test method, but the resulting compressive strengths will be higher than for newly prepared mixtures due to the change in the binder viscosity, an element of the compressive strength as measured under these loading conditions and temperature.5 Note 1: 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 Specification D3666 are generally considered capable of competent and objective testing/sampling/inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors. 1.1 This test method provides a method for measuring the compressive strength of compacted asphalt mixtures. It is for use with specimens weighed, batched, mixed, and fabricated in the laboratory, as well as for mixtures manufactured in a hot-mix plant. 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 The text of this standard references notes a......

Standard Test Method for Compressive Strength of Asphalt Mixtures

GSO ASTM D1073:2016 沥青铺路混合料细骨料标准规范

This specification covers fine aggregate for use in bituminous paving mixtures. The aggregate shall be sampled to meet the requirements prescribed. Grading, fineness modulus and plasticity index shall be tested to meet the requirements prescribed. This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

Standard Specification for Fine Aggregate for Asphalt Paving Mixtures

ASTM D4552/D4552M-10(2016)e1 热拌回收剂分类标准实践

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 nonconformance 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

ASTM D2628-91(2016) 混凝土路面预成型聚氯丁二烯弹性接头密封标准规范

1.1 This specification covers the material requirements for preformed polychloroprene elastomeric joint seals for concrete pavements. The seal consists of a multiple web design and functions only by compression of the seal between the faces of the joint with the seal folding inward at the top to facilitate compression. The seal is installed with a lubricant and is designed to seal the joint and reject incompressibles. 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 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. NOTE 1—This specification is a manufacturing and purchasing specification only and does not include requirements or considerations for selection of size, or the installation of the joint seals. However, experience has shown that successful performance of this product depends upon the proper selection of size and cross-sectional design of the joint seal, joint size, and joint spacing for the ambient conditions the pavement will be exposed to, and care in the installation of the joint seals.

Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements

DIN EN 13020:2016 路面处理机械.安全性要求.德文版本EN 13020-2015

Road surface treatment machines - Safety requirements; German version EN 13020:2015