93.080.20 道路建筑材料 标准查询与下载

T/ZZB 3109-2023 再生沥青混凝土

本文件规定了再生沥青混凝土的术语和定义、分类和应用范围、基本要求、技术要求及试验方法、检验规则、运输和质量承诺。 本文件适用于浙江省及周边区域各等级公路和城市道路沥青路面用沥青混凝土旧料的热拌再生利用。

Recycling asphalt concrete

DB45/T 2720-2023 轻质泡沫混凝土设计与施工规范

适用于广西壮族自治区行政区域内各等级公路轻质泡沫混凝土的设计与施工。

Design and construction specifications for lightweight foam concrete

T/HNCAA 044-2023 泡沫沥青发泡质量及检测方法标准

1范围；2规范性引用文件；3术语和定义；4原材料；5一般规定；6检测方法

Standard for foaming quality and testing methods of foamed asphalt

DB37/T 4635-2023 沥青路面再生型拖刷封层技术规范

Technical Specification for Regenerated Brush Seal of Asphalt Pavement

T/CASME 576-2023 环保型彩色沥青混凝土

本文件规定了环保型彩色沥青混凝土的分类、技术要求、试验方法、检验规则、运输和贮存。

Eco-friendly colored asphalt concrete

DB23/T 3481-2023 环保稳定型胶粉改性沥青及混合料施工技术规程

Environmentally friendly and stable rubber powder modified asphalt and mixture construction technical regulations

DB23/T 3483-2023 高速公路改扩建工程路基路面拼接技术规

Technical specifications for subgrade and pavement splicing for expressway reconstruction and expansion projects

ASTM D6373-23 性能分级沥青结合料的标准规范

1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature and the minimum pavement design temperature. This specification contains Tables 1 and 2. Table 2 incorporates Practice D6816 for determining the critical low cracking temperature using a combination of Test Method D6648 and Test Method D6723 test procedures. If no table is specified, the default is Table 1. NOTE 1—For more information on LTPPBind Online, see https:// infopave.fhwa.dot.gov/Tools/LTPPBindOnline accessed May 23, 2023. NOTE 2—For asphalt cements graded by penetration at 25 °C, see Specification D946/D946M. For asphalt cements graded by viscosity at 60 °C, see Specification D3381/D3381M. NOTE 3—AASHTO R 29 provides non-mandatory information for determining the performance grade of an asphalt binder. 1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.3 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 Specification for Performance-Graded Asphalt Binder

ASTM D3633/D3633M-23 膜路面系统电阻率的标准测试方法

1.1 This test method covers the measurement of the electrical resistivity of water-barrier membrane-pavement systems when applied to concrete bridge decks. 1.2 Measurements shall be performed on the bituminous pavement surface covering the water-barrier membrane. 1.3 This test method utilizes a measure of electrical resistance between the saturated top surface of the water-barrier membrane and the reinforcing steel embedded in the concrete bridge deck. 1.4 The values measured represent the electrical resistance obtained with the equipment and procedures stated herein and do not necessarily agree or correlate with those using other equipment or procedures. 1.5 Units—The values stated in either SI units or inchpound 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. 1.6 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. 1.7 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.8 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 Electrical Resistivity of Membrane-Pavement Systems

ASTM D8239-23 使用多重应力蠕变和恢复 (MSCR) 测试的性能分级沥青结合料的标准规范

1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature, the minimum pavement design temperature, and the traffic loading. NOTE 1—For more information on LTPPBind Online, see https:// infopave.fhwa.dot.gov/Tools/LTPPBindOnline accessed May 23, 2023. 1.2 This specification incorporates Test Method D7405 for determining non-recoverable creep compliance, Jnr. “S,” “H,” “V,” or “E” designations must be specified for standard, heavy, very heavy, and extremely heavy traffic loading, respectively. 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 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. NOTE 2—A guidance document for specifying bodies using R % for elastic properties is under development. NOTE 3—For asphalt binders graded by penetration at 25 °C, see Specification D946/D946M. For asphalt binders graded by viscosity at 60 °C, see Specification D3381/D3381M. For performance-graded asphalt binder, see Specification D6373. NOTE 4—AASHTO R 29 provides non-mandatory information for determining the performance grade of an asphalt binder. 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 Specification for Performance-Graded Asphalt Binder Using the Multiple Stress Creep and Recovery (MSCR) Test

JT/T 770-2023 公路工程 高强轻集料

本标准适用于公路工程用高强轻集料的生产、使用和检验。

High strength lightweight aggregate for highway engineering

JT/T 1131.4-2023 钢桥面铺装 第4部分：浇注式沥青

本部分适用于钢桥面铺装用浇注式沥青的生产、检验和使用计、开发和使用。

Steel Bridge Deck Paving Part 4: Poured Asphalt

JT/T 1478-2023 路用热拌环氧沥青

本标准适用于路用热拌环氧沥青的生产、检验和使用。

Hot mix epoxy asphalt for road use

JT/T 1131.2-2023 钢桥面铺装 第2部分：热拌环氧沥青

本部分适用于适用于钢桥面铺装用热拌环氧沥青的生产、检验和使用。

Steel Bridge Deck Paving Part 2: Hot Mix Epoxy Asphalt

JT/T 1432.4-2023 公路工程土工合成材料 第4部分：排水材料

本部分适用于公路工程用土工排水材料的生产、检验和使用。

Geosynthetics for highway engineering Part 4: Drainage materials

23/30467365 DC BS EN 13880-5 热应用接缝密封剂 第 5 部分：测定流动阻力的试验方法

BS EN 13880-5. Hot applied joint sealants - Part 5. Test method for the determination of flow resistance

DB3201/T 1150-2023 透水铺装建设与运行维护技术规范

本文件规定了透水铺装设计、施工及验收、运行及维护等方面的内容。

Technical specification for construction, operation and maintenance of permeable pavement

T/CI 085-2023 公路沥青混合料用抗凝冰材料

抗凝冰材料 deicing material  主要成分为氯盐类（氯化钠、氯化钙等）或甲酸盐类（甲酸钾、甲酸钠等），按一定比例掺入沥青混合料中，在行车荷载或毛细管压力作用下而释放出来，起到降低冰点、抑制结冰或隔离冰雪等作用的材料。

Deicing Material for Asphalt Mixture in Highway

DB51/T 3091-2023 沥青路面乳化沥青厂拌冷再生技术指南

本文件规定了沥青路面乳化沥青厂拌冷再生的结构设计、材料要求、配合比设计、施工和施工质量管理等技术要求。 本文件适用于四川省各等级道路沥青路面建设和养护工程中乳化沥青厂拌冷再生技术的应用。

Asphalt Pavement Emulsified Asphalt Plant Mix Cold Recycling Technical Guide

ASTM C936/C936M-23 实心混凝土联锁铺路单元的标准规范

1.1 This specification covers the requirements for interlocking concrete pavers manufactured for the construction of paved surfaces. 1.2 Concrete units covered by this specification shall be made with lightweight or normal weight aggregates or both. NOTE 1—If particular features are desired, such as weight classification, higher compressive strength, surface textures, finish, color, or other special features, such properties should be specified by the purchaser. Local sellers, however, should be consulted as to availability of units having the desired features. 1.3 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. 1.4 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 Specification for Solid Concrete Interlocking Paving Units