公路沥青路面施工技术规范JTG_F40_2004

JTG
中华人民共和国行业标准JTG F40—2004
公路沥青路面施工技术规范
Technical Specification for Construction of Highway Asphalt Pavements
2004-09-04发布2005-01-01实施
中华人民共和国交通部发布
中华人民共和国行业标准
公路沥青路面施工技术规范
Technical Specification for Construction of Highway Asphalt Pavements
JTG F40—2004
主编单位：交通部公路科学研究所
批准部门：中华人民共和国交通部
实施日期：2005年01月1日
人民交通出版社
2004年．北京
图书在版编目(C I P)数据
公路沥青路面施工技术规范／交通部颁布 .—北京：
人民交通出版社，2004.11
ISBN 7—114—05328—2
I．公… Ⅱ．交… Ⅲ．沥青路面—施工技术—规范Ⅳ.U416.217.04-65
中国版本图书馆CIP数据核字(2004)第109724号
中华人民共和国行业标准
公路沥青路面施工技术规范
JTG F40—2004
中交公路科学研究所主编
人民交通出版社出版发行
(100013 北京市朝阳区安定门外外馆斜街3号)
各地新华书店经销
北京牛山世兴印刷厂印刷
责任印制：杨柏力责任校对：戴瑞萍
人民交通出版社出版发行
开本：880x 1230 1/16 印张：12.25 字数：209千
2004年11月第1版
2004年11月第1版第1次印刷
印数：0001—30000册定价：38.00元
ISBN 7—114—05328—2
关于发布《公路沥青路面施工技术规范》
(JTG F40—2004)的公告
第24号
现发布《公路沥青路面施工技术规范》(JTG F40—2004)，自2003年6月1日起施行，原《公路沥青路面施工技术规范》(JTJ 032--94)与《公路改性沥青路面施工技术规范》(JTJ 036—98)同时废止。

《公路沥青路面施工技术规范》(JTG F40—2004)由交通部公路科学研究所主编，标准的管理权和解释权归交通部，日常的具体解释和管理工作由交通部公路科学研究所负责。

请各有关单位在实践中注意积累材料，总结经验，及时将发现的问题和修改意见函告交通部公路科学研究所(北京市海淀区西土城路8号，邮编100088)，以便修订时参考。

特此公告。

中华人民共和国交通部
二○○四年九月四日
前言
原中华人民共和国行业部标准《公路沥青路面施工技术规范》(JTJ 032-94)（以下简称原《规范》）于1994年6 月7日发布，1994年12月1日实施。

规范在保证沥青路面的建设质量方面起到了重要的作用。

但是我国公路建设的发展速度很快，1994年规范修订时，我国高速公路还刚刚起步，1993年仅建成通车里程1130km。

到2003年，高速公路的通车里程已经接近3万公里，其中绝大多数是沥青路面。

在交通快速发展的新形势下，国内外公路建设发生了许多新的变化。

国际上随着美国SHRP研究成果Superpave TM及欧洲CEN沥青及沥青混合料研究成果的发表，世界各国对沥青路面的研究都更深入，得出了许多十分重要的新成果，不少国家对相关规范进行了适当的修改。

涌现出一些新的筑路机械，新的施工工艺都不同程度地影响到我国。

在我国，通过国家科技攻关等一系列科学研究及长期的施工实践，对沥青路面的各方面都有了新的认识。

原《规范》已跟不上公路建设的需要，为了适应新的要求，再次进行了修订，制定了《公路沥青路面施工技术规范》（JTG F40－2004）（以下简称本《规范》）。

为了对与规范相关的主要技术问题进行研究，交通部先后组织开设了一系列研究专题，包括“沥青混合料矿料级配及配合比设计方法的修订”、“沥青路面
透水测定方法及指标要求”、“超重载交通沥青路面材料试验标准(GTM对比)”、“SUPERPAVE设计方法的引进与开发”、“高速公路沥青路面抗滑技术标准”、“沥青混合料水稳定性评价指标”、“道路用乳化沥青技术要求的修订”等，许多省、市、自治区也开设了相关的研究专题，均取得了许多有重要价值的成果，为本规范的修订提供了技术依据。

同时本规范与相关规范的修订进行了充分的协调、统一。

因此，本《规范》是在原《规范》的基础上，合并了《公路改性沥青路面施工技术规范》及《公路沥青玛蹄脂碎石路面技术指南》的相关内容，并针对主要技术问题开展了科学研究与试验验证工作，充分吸收了各专题的研究成果，经广泛征求意见后制订的。

这次修订的主要内容有：
(1)在“八五”国家科技攻关成果的基础上，提出了新的道路沥青标准和沥青路面的气候分区。

提出了按照当地气候条件及交通情况(公路等级)选择沥青标号的方法。

(2) 在总则中强调了几个与早期病害有关的措施，如防治层间污染、合理工期、路基不均匀沉降等等。

(3)在材料部分全面修订了道路石油沥青、乳化沥青技术要求，局部修订了集料技术要求。

(4) 针对改性沥青和SMA方面的一些特殊要求进行了补充完善。

(5)明确了三层矿料级配范围的意义，修订提出了规范矿料级配范围，调整工程级配范围的原则。

(6)完善了沥青混合料配合比设计方法，调整了马歇尔试验配合比设计方法及设计指标、标准，修订了确定最佳沥青用量的方法，统一了空隙率等体积指标的计算方法。

(7)修订并补充了沥青混合料配合比设计检验方法和技术要求，增加了渗水性检验指标。

(8)调整了不同粒径混合料的适宜的压实层厚度，不同层位的沥青混合料种类、规格。

明确施工期间需要对设计结构、材料进行审查和监督，予以确认。

(9)在施工工艺部分，主要修订了对拌和厂的要求，提出了过程控制、总量检验的方法，增加了提高平整度的措施，强调了摊铺宽度限制和加强轮胎压路机压实等内容。

强调了冬季施工及雨季施工的问题。

(10)修改了透层、粘层、封层的内容。

将封层部分移入表面处治一章中，并增补了有关稀浆封层、微表处等新型结构的内容。

(11)修订了施工质量检验指标、频度、方法，增补了密水性(渗水系数)要求，强调压实度检验主要是工艺控制、淡化了钻孔。

(12) 修订了桥面铺装的厚度、混合料类型，施工工艺。

提出了对钢桥面铺装的基本要求。

本次修订时重点对高速公路、一级公路提出更高的要求。

许多条款对不同等级的公路明确提出了不同要求。

各单位和个人对本规范有何意见或建议，可与规范编制单位联系，以便下次修订时参考。

主编单位：交通部公路科学研究所
主要起草人：沈金安、李福普、陈景
目录
1 总则··················································································································
2 术语、符号、代号··········································································································2.1 术语·····························································································································
3 基层·····································································································································
4 材料·····································································································································4.1 一般规定····················································································································4.2 道路石油沥青···········································································································4.3 乳化沥青····················································································································4.4 液体石油沥青···········································································································4.
5 煤沥青·························································································································4.
6 改性沥青····················································································································4.
7 改性乳化沥青···········································································································4.
8 粗集料·························································································································4.
9 细集料·························································································································4.10 填料···························································································································
4.11 纤维稳定剂·············································································································
5 热拌沥青混合料路面·····································································································5.1 一般规定····················································································································5.2 施工准备····················································································································5.3 配合比设计················································································································5.4 混合料的拌制···········································································································5.5 混合料的运输···········································································································5.
6 混合料的摊铺···········································································································5.
7 沥青路面的压实及成型·························································································5.
8 接缝·····························································································································
5.9 开放交通及其他·······································································································
6 沥青表面处治与封层·····································································································6.1 一般规定····················································································································6.2 层铺法沥青表面处治·····························································································6.3 上封层·························································································································6.4 下封层·························································································································5.5 稀浆封层和微表处··································································································
7 沥青贯入式路面··············································································································7.1 一般规定····················································································································7.2 材料规格和用量·······································································································
7.4 施工方法····················································································································
8 冷拌沥青混凝土料路面·································································································8.1 一般规定····················································································································8.2 冷拌沥青混合料的配合比设计···········································································8.3 冷拌沥青混合料路面施工····················································································
8.4 冷补沥青混合料·······································································································
9 透层、粘层························································································································9.1 透层·····························································································································
9.2 粘层·····························································································································
10 其他沥青铺装工程·······································································································10.1 一般规定··················································································································10.2 行人及非机动车道路···························································································10.3 重型车停车场、公共汽车站·············································································10.4 水泥混凝土桥面的沥青铺装·············································································10.5 钢桥面铺装·············································································································10.6 公路隧道沥青路面································································································
10.7 路缘石及拦水带····································································································
11 施工质量管理与检查验收··························································································11.1 一般规定··················································································································11.2 施工前的材料与设备检查··················································································11.3 铺筑试验路段·········································································································11.4 施工过程中的质量管理与检查·········································································11.5 交工验收阶段的工程质量检查与验收···························································11.6 工程施工总结及质量保证期管理····································································附录A 沥青路面使用性能气候分区·············································································附录B 热拌沥青混合料配合比设计方法····································································附录C SMA混合料配合比设计方法···········································································附录D OGFC混合料配合比设计方法·········································································附录E 沥青层压实度评定方法·······················································································附录F 施工质量动态管理的方法··················································································附录G 沥青路面质量过程控制及总量检验方法······················································附录H 本规范用词说明···································································································。