(完整word版)公路沥青路面施工技术规范04版

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 Pavements2004-09-04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 PavementsJTG 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，2004.11ISBN 7—114—05328—2I．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。

1 总如此“精心施工，质量第一〞的方针，保证沥青路面的施工质量，特制定本规X。

1.0.2 本规X适用于各等级新建和改建公路的沥青路面工程。

1.0.3沥青路面施工必须符合国家环境和生态保护的规定。

1.0.4沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温10℃(高速公路和一级公路)或5℃(其他等级公路)，以与雨天、路面潮湿的情况下施工。

宜连续施工，防止与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

1.0.6沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或防止皮肤直接接触煤沥青造成身体伤害。

1.0.7沥青路面试验检测的实验室应通过认证，取得相应的资质，试验人员持证上岗，仪器设备必须检定合格。

1.0.8沥青路面工程应积极采用经试验和实践证明有效的新技术、新材料、新工艺。

1.0.9沥青路面施工除应符合本规X外，尚应符合国家颁布的现行有关标准、规X的规定。

特殊地质条件和地区的沥青路面工程，可根据实际情况，制订补充规定。

各省、市、自治区或工程建设单位可根据具体情况，制订相应的技术指南，但技术要求不宜低于本规X的规定。

2 术语、符号、代号2.1.1沥青结合料 asphalt binder，asphalt cement在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

2.1.2乳化沥青emulsified bitumen(英), asphalt emulsion，emulsified asphalt(美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

2.1.3液体沥青 liquid bitumen(英), cutback asphalt(美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

1 总则1.0.1为贯彻“精心施工，质量第一”的方针，保证沥青路面的施工质量，特制定本规范。

1.0.2 本规范适用于各等级新建和改建公路的沥青路面工程。

1.0.3沥青路面施工必须符合国家环境和生态保护的规定。

1.0.4沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温10℃(高速公路和一级公路)或5℃(其他等级公路)，以及雨天、路面潮湿的情况下施工。

1.0.5沥青面层宜连续施工，避免与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

1.0.6沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或避免皮肤直接接触煤沥青造成身体伤害。

1.0.7沥青路面试验检测的实验室应通过认证，取得相应的资质，试验人员持证上岗，仪器设备必须检定合格。

1.0.8沥青路面工程应积极采用经试验和实践证明有效的新技术、新材料、新工艺。

1.0.9沥青路面施工除应符合本规范外，尚应符合国家颁布的现行有关标准、规范的规定。

特殊地质条件和地区的沥青路面工程，可根据实际情况，制订补充规定。

各省、市、自治区或工程建设单位可根据具体情况，制订相应的技术指南，但技术要求不宜低于本规范的规定。

2 术语、符号、代号2.1术语2.1.1沥青结合料 asphalt binder，asphalt cement在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

2.1.2乳化沥青emulsified bitumen(英), asphalt emulsion，emulsified asphalt(美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

2.1.3液体沥青 liquid bitumen(英), cutback asphalt(美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

作品编号：DG13485201600078972981创作者：玫霸*1 总则1.0.1为贯彻“精心施工，质量第一”的方针，保证沥青路面的施工质量，特制定本规范。

1.0.2 本规范适用于各等级新建和改建公路的沥青路面工程。

1.0.3沥青路面施工必须符合国家环境和生态保护的规定。

1.0.4沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温10℃(高速公路和一级公路)或5℃(其他等级公路)，以及雨天、路面潮湿的情况下施工。

1.0.5沥青面层宜连续施工，避免与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

1.0.6沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或避免皮肤直接接触煤沥青造成身体伤害。

1.0.7沥青路面试验检测的实验室应通过认证，取得相应的资质，试验人员持证上岗，仪器设备必须检定合格。

1.0.8沥青路面工程应积极采用经试验和实践证明有效的新技术、新材料、新工艺。

1.0.9沥青路面施工除应符合本规范外，尚应符合国家颁布的现行有关标准、规范的规定。

特殊地质条件和地区的沥青路面工程，可根据实际情况，制订补充规定。

各省、市、自治区或工程建设单位可根据具体情况，制订相应的技术指南，但技术要求不宜低于本规范的规定。

2 术语、符号、代号2.1术语2.1.1沥青结合料 asphalt binder，asphalt cement在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

2.1.2乳化沥青emulsified bitumen(英), asphalt emulsion，emulsified asphalt(美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

2.1.3液体沥青 liquid bitumen(英), cutback asphalt(美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

1 总则1.0.1为贯彻“精心施工，质量第一”的方针，保证沥青路面的施工质量，特制定本规范。

1.0.2 本规范适用于各等级新建和改建公路的沥青路面工程。

1.0.3沥青路面施工必须符合国家环境和生态保护的规定。

1.0.4沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温10℃(高速公路和一级公路)或5℃(其他等级公路)，以及雨天、路面潮湿的情况下施工。

1.0.5沥青面层宜连续施工，避免与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

1.0.6沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或避免皮肤直接接触煤沥青造成身体伤害。

1.0.7沥青路面试验检测的实验室应通过认证，取得相应的资质，试验人员持证上岗，仪器设备必须检定合格。

1.0.8沥青路面工程应积极采用经试验和实践证明有效的新技术、新材料、新工艺。

1.0.9沥青路面施工除应符合本规范外，尚应符合国家颁布的现行有关标准、规范的规定。

特殊地质条件和地区的沥青路面工程，可根据实际情况，制订补充规定。

各省、市、自治区或工程建设单位可根据具体情况，制订相应的技术指南，但技术要求不宜低于本规范的规定。

2 术语、符号、代号2.1术语2.1.1沥青结合料 asphalt binder，asphalt cement在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

2.1.2乳化沥青emulsified bitumen(英), asphalt emulsion，emulsified asphalt(美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

2.1.3液体沥青 liquid bitumen(英), cutback asphalt(美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

1 总则1.0.1为贯彻“精心施工，质量第一”的方针，保证沥青路面的施工质量，特制定本规范。

1.0.2 本规范适用于各等级新建和改建公路的沥青路面工程。

1.0.3沥青路面施工必须符合国家环境和生态保护的规定。

1.0.4沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温10℃(高速公路和一级公路)或5℃(其他等级公路)，以及雨天、路面潮湿的情况下施工。

1.0.5沥青面层宜连续施工，避免与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

1.0.6沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或避免皮肤直接接触煤沥青造成身体伤害。

1.0.7沥青路面试验检测的实验室应通过认证，取得相应的资质，试验人员持证上岗，仪器设备必须检定合格。

1.0.8沥青路面工程应积极采用经试验和实践证明有效的新技术、新材料、新工艺。

1.0.9沥青路面施工除应符合本规范外，尚应符合国家颁布的现行有关标准、规范的规定。

特殊地质条件和地区的沥青路面工程，可根据实际情况，制订补充规定。

各省、市、自治区或工程建设单位可根据具体情况，制订相应的技术指南，但技术要求不宜低于本规范的规定。

2 术语、符号、代号2.1术语2.1.1沥青结合料 asphalt binder，asphalt cement在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

2.1.2乳化沥青emulsified bitumen(英), asphalt emulsion，emulsified asphalt(美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

2.1.3液体沥青 liquid bitumen(英), cutback asphalt(美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

1 总则1.0.1为贯彻“精心施工，质量第一”的方针，保证沥青路面的施工质量，特制定本规范。

1.0.2 本规范适用于各等级新建和改建公路的沥青路面工程。

1.0.3沥青路面施工必须符合国家环境和生态保护的规定。

1.0.4沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温10℃(高速公路和一级公路)或5℃(其他等级公路)，以及雨天、路面潮湿的情况下施工。

1.0.5沥青面层宜连续施工，避免与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

1.0.6沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或避免皮肤直接接触煤沥青造成身体伤害。

1.0.7沥青路面试验检测的实验室应通过认证，取得相应的资质，试验人员持证上岗，仪器设备必须检定合格。

1.0.8沥青路面工程应积极采用经试验和实践证明有效的新技术、新材料、新工艺。

1.0.9沥青路面施工除应符合本规范外，尚应符合国家颁布的现行有关标准、规范的规定。

特殊地质条件和地区的沥青路面工程，可根据实际情况，制订补充规定。

各省、市、自治区或工程建设单位可根据具体情况，制订相应的技术指南，但技术要求不宜低于本规范的规定。

2 术语、符号、代号2.1术语2.1.1沥青结合料 asphalt binder，asphalt cement在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

2.1.2乳化沥青emulsified bitumen(英), asphalt emulsion，emulsified asphalt(美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

2.1.3液体沥青 liquid bitumen(英), cutback asphalt(美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

JTG+F40-2004城市道路沥青路面施工技
术标准规范
沥青路面的施工技术标准规范是指在城市道路建设中，对于沥青路面施工过程中的技术要求和标准的规定。

本文档旨在提供清晰明确的指导，确保城市道路的沥青路面施工质量达到标准要求。

1. 起始材料准备
- 相关原材料应符合国家标准，确保质量可靠。

- 沥青应选择符合规范要求的级别，确保路面的稳定性和耐久性。

- 沥青混合料的设计应符合设计要求，并进行相应的试验。

2. 沥青路面施工工艺
- 确保施工现场的安全和整洁，遵守相关的环境保护规定。

- 路面基层应平整牢固，满足要求的强度和厚度。

- 沥青面层施工时，应控制温度和厚度，确保施工质量。

- 施工速度和施工机械的选择应根据实际情况进行调整。

- 施工现场应有足够的人员和设备，以确保施工进度和质量。

3. 施工质量控制
- 施工中应进行质量检验和测试，确保沥青路面的质量符合标
准要求。

- 路面质量的检测频率和方法应符合相关规范和要求。

- 对于施工中的质量问题，应及时采取措施进行修复或整改。

- 施工结束后，应进行验收，确保沥青路面建设达到规范要求。

以上是JTG+F40-2004城市道路沥青路面施工技术标准规范的
主要内容概述。

通过遵循这些标准，可以保证城市道路沥青路面施
工的质量和安全性。

建议在实际施工过程中，密切按照规范要求执行，并持续改进施工技术和质量控制手段，以满足日益增长的城市
交通需求。

1总则1.0.1为贯彻“精心施工，质量第一”的方针，保证沥青路面的施工质量，特制定本规范。

1.0.2本规范适用于各等级新建和改建公路的沥青路面工程。

1.0.3沥青路面施工必须符合国家环境和生态保护的规定。

1.0.4沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温10℃(高速公路和一级公路)或5℃(其他等级公路)，以及雨天、路面潮湿的情况下施工。

1.0.5沥青面层宜连续施工，避免与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

1.0.6沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或避免皮肤直接1.0.71.0.81.0.92术语、符号、代号2.1术语2.1.1沥青结合料asphaltbinder，asphaltcement在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

2.1.2乳化沥青emulsifiedbitumen(英),asphaltemulsion，emulsifiedasphalt(美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

2.1.3液体沥青liquidbitumen(英),cutbackasphalt(美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

2.1.4改性沥青modifiedbitumen(英),modifiedasphaltcement(美)掺加橡胶、树脂、高分子聚合物、天然沥青、磨细的橡胶粉或者其他材料等外掺剂（改性剂），使沥青或沥青混合料的性能得以改善而制成的沥青结合料。

2.1.52.1.6岩等。

2.1.72.1.82.1.9铺筑2.1.112.1.12为特粗式(公称最大粒径等于或大于31.5mm)、粗粒式(公称最大粒径26.5mm)、中粒式(公称最大粒径16或19mm)、细粒式(公称最大粒径9.5或13.2mm)、砂粒式(公称最大粒径小于9.5mm)沥青混合料。

第1页公路沥青路面施工技术规范目录1 总则 ···········································································2 术语、符号、代号 ·································································2.1 术语···················································································2.2 符号及代号··········································································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····································································-1-第2页7.3 施工准备·············································································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 ·································································附件：公路沥青路面施工技术规范（JTG F40-2004）条文说明 ················1 总则 ·····················································································2 术语、符号、代号 ···································································3 基层 ·····················································································4 材料 ·····················································································5 热拌沥青混合料路面 ································································6 沥青表面处治及封层 ································································7 沥青贯入式路面 ······································································8 冷拌沥青混合料路面 ································································9 透层、粘层 ············································································-2-。

第7页目录1 总则 ···········································································2 术语、符号、代号 ·································································2.1 术语···················································································2.2 符号及代号··········································································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····································································7.3 施工准备·············································································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························································-7-第7页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 ·································································附件：公路沥青路面施工技术规范（JTG F40-2004）条文说明 ················1 总则 ·····················································································2 术语、符号、代号 ···································································3 基层 ·····················································································4 材料 ·····················································································5 热拌沥青混合料路面 ································································6 沥青表面处治及封层 ································································7 沥青贯入式路面 ······································································8 冷拌沥青混合料路面 ································································9 透层、粘层 ············································································10 其他沥青铺装工程··································································11 施工质量管理与检查验收·························································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·············································-7-。

jtg f40-2004公路沥青路面施工技术规范谈到jtg f40-2004公路沥青路面施工技术规范，现阶段，我国对公路沥青路面施工基本情况怎么样规定，以下是下面梳理公路沥青路面施工技术规范相关内容，基本概况如下：《公路沥青路面施工技术规范》是2005年4月1日人民交通出版社出版的图书，作者是交通部公路科学研究所。

《jtg f40-2004公路沥青路面施工技术规范》基本内容：《公路沥青路面施工技术规范》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。

现发布《公路沥青路面施工技术规范》，自2005年1月1日起施行，原《公路沥青路面施工技术规范》与《公路改性沥青路面施工技术规范》同时废止。

《jtg f40-2004公路沥青路面施工技术规范》基本规定：1、沥青面层不得在雨天施工，当施工中遇雨时，应停止施工。

雨季施工时必须切实做好路面排水。

2、沥青路面施工应确保施工安全，施工人员应有良好的劳动保护。

沥青拌和厂应具备防火设施，配制液体石油沥青的车间严禁烟火。

使用煤沥青的施工人员应防止吸入煤沥青蒸气或皮肤直接接触煤沥青，使身体受到损害。

3、对用于高速公路和一级公路沥青路面的上面层和中面层的沥青混凝土混合料进行配合比设计时，应通过车辙试验机对抗车辙能力进行检验。

在温度60℃、轮压0.7Mpa条件下进行车辙试验的动稳定度，对高速公路应不小于800次/mm，以一级公路应不小于600次/mm.4、当高速公路和一级公路的施工气温低于10℃、其他等级公路施工气温低于5℃时，不宜摊铺热拌沥青混合料。

5、沥青混合料的分层压实厚度不得大于250px.6 、热拌沥青混合料路面应待摊铺层表面温度低于50℃后，方可开放交通。

JＴG中华人民共和国行业标准JTＧF4０—２00４公路沥青路面施工技术规范Tecｈnicａl Sｐeciｆicatioｎｆor Cｏnｓtructｉon ｏf ＨiｇhwaｙAsｐhalｔPaveｍents20０４—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 Sｐecificａtｉonｆor Ｃｏnsｔｒｕction oｆHｉｇhｗay Aｓphａlt PａvementsＪＴG 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。

１1ＩSＢN 7—１１4-0５3２８—2I．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。

总则为贯彻“精心施工，质量第一”的方针，保证沥青路面的施工质量，特制定本规范。

本规范适用于各等级新建和改建公路的沥青路面工程。

沥青路面施工必须符合国家环境和生态保护的规定。

沥青路面施工必须有施工组织设计，并保证合理的施工工期。

沥青路面不得在气温℃(高速公路和一级公路)或℃(其他等级公路)，以及雨天、路面潮湿的情况下施工。

沥青面层宜连续施工，避免与可能污染沥青层的其他工序交叉干扰，以杜绝施工和运输污染。

沥青路面施工应确保安全，有良好的劳动保护。

沥青拌和厂应具备防火设施，配制和使用液体石油沥青的全过程严禁烟火。

使用煤沥青时应采取措施防止工作人员吸入煤沥青或避免皮肤直接接触煤沥青造成身体伤害。

沥青路面试验检测的实验室应通过认证，取得相应的资质，试验人员持证上岗，仪器设备必须检定合格。

沥青路面工程应积极采用经试验和实践证明有效的新技术、新材料、新工艺。

沥青路面施工除应符合本规范外，尚应符合国家颁布的现行有关标准、规范的规定。

特殊地质条件和地区的沥青路面工程，可根据实际情况，制订补充规定。

各省、市、自治区或工程建设单位可根据具体情况，制订相应的技术指南，但技术要求不宜低于本规范的规定。

术语、符号、代号术语沥青结合料，在沥青混合料中起胶结作用的沥青类材料(含添加的外掺剂、改性剂等)的总称。

乳化沥青 (英), ， (美)石油沥青与水在乳化剂、稳定剂等的作用下经乳化加工制得的均匀的沥青产品，也称沥青乳液。

液体沥青 (英), (美)用汽油、煤油、柴油等溶剂将石油沥青稀释而成的沥青产品，也称轻制沥青或稀释沥青。

改性沥青 (英) , (美)掺加橡胶、树脂、高分子聚合物、天然沥青、磨细的橡胶粉或者其他材料等外掺剂（改性剂），使沥青或沥青混合料的性能得以改善而制成的沥青结合料。

改性乳化沥青 (英), (美)在制作乳化沥青的过程中同时加入聚合物胶乳，或将聚合物胶乳与乳化沥青成品混合，或对聚合物改性沥青进行乳化加工得到的乳化沥青产品。