前
言
本标准根据河北省住房和城乡建设厅《关于发布河北省工程建
设标准和标准设计复审结果的通知》（冀建节科〔2021〕2 号）的
要求，由唐山市市政建设总公司、唐山市建设工程质量管理事务中
心、河北省建筑科学研究院有限公司会同有关单位在原《市政道路
工程施工质量验收规程》（编号DB13(J)55-2005）的基础上修编而成。
本标准共分 10 章 1 个附录，主要技术内容包括：1. 总则；
2. 术语；3. 基本规定；4. 施工测量；5. 路基；6. 基层；7. 面层；
8. 人行道；9. 挡土墙；10. 附属构筑物及有关附录。
本次修编的主要内容：
1
删除原规程第 6.2 节砂石基层、第 6.3 节碎石基层、第 6.4
节沥青贯入式碎石基层、第 6.11 节块石基层施工质量验收内容；
2
增加第 6.8 节建筑垃圾再生集料基层施工质量验收内容；
3
删除原规程第 7.9 节沥青贯入式面层施工质量验收内容；
4
增加第 7.9 节泡沫沥青温拌混合料面层施工质量验收内容；
5
增加第 8 章人行道施工质量验收内容。
本标准由唐山市市政建设总公司负责具体技术内容的解释，由
河北省绿色建筑推广与建设工程标准编制中心负责管理。
本标准执行过程中如有意见或建议，请将意见和有关资料寄交
唐山市市政建设总公司（地址：唐山市华岩北路 20 号，邮政编码：
063000，电话：0315-5395962，邮箱：gcjsc2018@126.com），以供
今后修订时参考。
本标准主编单位、参编单位、主要起草人和审查人员名单：
主编 单位：
唐山市市政建设总公司
唐山市建设工程质量管理事务中心
河北省建筑科学研究院有限公司
参编 单位：
河北正实城建开发有限公司
河北理工工程管理咨询有限公司
唐山市龙达市政园林绿化工程有限公司
中国二十二冶集团有限公司
唐山海港市政工程有限公司
水山建设集团有限公司
唐山市双赢建筑工程有限公司
唐山三友化工股份有限公司
唐山交通发展集团有限公司
主要起草人： 田
涛
党文辉
于
波
杜坤朋
李文东
张大伟
李淑娟
张学军
胡飞龙
周
英
翟巧丽
袁
民
姚
彬
梁春阳
王
靖
肖
凯
李富海
赵爱国
张
恒
刘
阳
吕志利
高
丹
佟志新
王
羽
张
伟
杨雁滨
裴国强
严
潮
马玉来
黄爱东
吴
军
张晓峰
杨
蕾
赵彦民
郭雅慧
张
彪
付士峰
张广田
褚少辉
郭志颖
孙
涛
董威月
谷
静
方义豪
王
伟
杨
越
张金立
黄茂超
张新朝
石立鹏
秦琪明
马庆珍
王开亮
刘志斌
崔红亮
王云桥
张
凯
梁旭华
王瑞岐
林
明
陈
红
崔
申
林
韶
朱志新
马
华
佟欣欣
汪子洋
单长海
党秋宇
张美洁
杜振鹏
蒋立鹏
张
倩
许东明
韩桂香
审查 人员：
司邵林
张
汎
傅美丽
刘影震
申东甫
杨素伟
吴立春
标准
目
次
1
总则·····························································································1
2
术语·····························································································2
3
基本规定·····················································································5
4
施工测量·····················································································8
4.1
一般规定·····························································································8
4.2
测量···································································································· 8
5
路基···························································································10
5.1
一般规定·························································································· 10
5.2
土方路基···························································································11
5.3
石方路基·························································································· 13
5.4
路床··································································································15
5.5
路肩··································································································16
5.6
边沟、边坡·······················································································17
5.7
软土路基处理···················································································20
6
基层···························································································26
6.1
一般规定·························································································· 26
6.2
沥青碎石料基层···············································································27
6.3
石灰稳定类基层···············································································28
6.4
石灰粉煤灰稳定砂砾（碎石）基层················································31
6.5
水泥稳定类基层···············································································34
6.6
旧路面再生基层···············································································35
6.7
级配碎石（碎砾石）、级配砂砾（砾石）基层·····························37
6.8
建筑垃圾再生集料基层··································································· 38
7
面层···························································································41
7.1
一般规定························································································ 41
7.2
水泥混凝土（钢筋水泥混凝土）面层·········································· 41
7.3
沥青混合料面层·············································································45
7.4
透层、粘层和封层·········································································48
7.5
料石面层························································································ 49
7.6
预制混凝土砌块面层·····································································52
7.7
沥青表面处治面层·········································································54
7.8
沥青碎（砾）石面层·····································································56
7.9
泡沫沥青温拌混合料面层····························································· 58
8
人行道·······················································································62
8.1
一般规定························································································ 62
8.2
透水水泥混凝土面层·····································································63
8.3
透水沥青混合料面层·····································································65
8.4
透水砖面层·····················································································67
8.5
缘石坡道························································································ 69
8.6
盲道································································································69
9
挡土墙·······················································································72
9.1
一般规定························································································ 72
9.2
现浇钢筋混凝土挡墙·····································································72
9.3
装配式钢筋混凝土挡土墙····························································· 74
9.4
加筋挡土墙·····················································································76
9.5
砌筑挡土墙·····················································································78
10
附属构筑物············································································· 80
10.1
一般规定·······················································································80
标准
10.2
路缘石·························································································· 80
10.3
雨水支管与雨水口·······································································82
10.4
倒虹管与涵洞···············································································84
10.5
声屏障·························································································· 86
10.6
栏杆、地袱、扶手·······································································89
10.7
隔离墩、防撞墩···········································································92
10.8
护栏······························································································94
10.9
防眩板·························································································· 95
10.10
隔离栅························································································ 96
10.11
排水沟或截水沟·········································································98
附录 A
单位工程质量验收核查记录·············································101
本标准用词说明··············································································· 104
引用标准名录··················································································· 105
条文说明···························································································107
Contents
1
General Provisions··········································································1
2
Terms·······························································································2
3
Basic Requirements·········································································5
4
Construction Measure····································································· 8
4.1
General Requirements···········································································8
4.2
Measure··················································································8
5
Subgrade························································································10
5.1
General Requirements·········································································10
5.2
Earthwork of Subgrade········································································11
5.3
Stonework of Subgrade·······································································13
5.4
Roadbed·······························································································15
5.5
Shoulder;verge··········································································16
5.6
Intercepting Ditch，Slope Protection··········································17
5.7
Soft Soil Foundation Treatment·························································20
6
Base Course·················································································· 26
6.1
General Requirements·········································································26
6.2
Bituminous Macadam Base································································27
6.3
Lime Stabilized Soil Base Course·····················································28
6.4
Lime Fly Ash Stabilized Orushed Stone (Gravel) Base··················31
6.5
Cement Stabilized Base······································································34
6.6
Regeneration of the Old Road Base·················································35
6.7
Graded Gravel and Graded Broken Stone Base·······························37
6.8
Construction Waste Recycling Aggregate Base································38
标准
7
Surface Course··············································································41
7.1
General Requirements·········································································41
7.2
Cement Concrete (Reinforced Concrete) Surface Course·················41
7.3
Bituminous Concrete Surface Course················································45
7.4
Prime Coat, Tack Coat and Seal Coat·············································48
7.5
Natural Stone Surface Course····························································49
7.6
Block Surface Course·········································································52
7.7
Bituminous Surface Treatment Surface Course·································54
7.8
Bituminous Macadam (Gravel) Surface Course································56
7.9
Foamed Asphalt Warm Mix Surface················································ 58
8
Pave the Side Walk····································································· 62
8.1
General Requirements·········································································62
8.2
Permeable Cement Concrete Surface·················································63
8.3
Permeable Asphalt Mixture Surface·················································· 65
8.4
Surface Layer of Permeable Brick····················································67
8.5
Edge Stone Ramp···············································································69
8.6
Blindroad Masonry············································································· 69
9
Retaining Wall·············································································· 72
9.1
General Requirements·········································································72
9.2
Cast-in-place Reforced Concrete Retaining Wall······························72
9.3
Assembly Type Reforced Concrete Retaining Wall·························74
9.4
Reinforced Earth Retaining Wall·······················································76
9.5
Masonry Retaining Wall···································································· 78
10
Auxiliary Structures···································································· 80
10.1
General Requirements·······································································80
10.2
Curb···································································································80
10.3
The Rain Branch Pipe and Rain Gully··········································82
10.4
Culverts and Inverted Siphon·························································· 84
10.5
Sound Barrier····················································································86
10.6
Railings，Ground Bundle，Handrail················································89
10.7
Isoation Pier and Pier······································································ 92
10.8
Guardrail ··························································································94
10.9
Glare Shield······················································································95
10.10
Isoation Fence·················································································96
10.11
The Drain or Drainage Ditches·····················································98
Appendix A
Inspection Record of Unit Engineering Quality·····101
Explanation of Wording in This Standard····································· 104
List of Quoted Standards·································································105
Explanation of Provisions································································ 107
标准
1
1
总
则
1.0.1
为加强城市道路工程质量管理，统一城市道路工程的质量验
收，制定本标准。
1.0.2
本标准适用于新建、改扩建、大中修的城市道路、广场、停
车场等工程的质量验收。
1.0.3
城市道路工程施工质量验收除应符合本标准的规定外，尚应
符合国家及河北省现行标准的有关规定。
2
2
术
语
2.0.1
路床
road bed
路槽底部一定深度的部分称为路床。
2.0.2
路基
subgrade
按照路线、位置和一定技术要求修筑的带状构筑物；是指路面
基层以下部分一定范围内的土体；是路面的基础，承受由路面传递
下来的行车荷载。
2.0.3 面层
surface course
直接承受车辆荷载及自然因素的影响，并将荷载传递到基层的
路面结构层。
2.0.4
基层
base course
设在面层以下的结构层。主要承受由面层传递的车辆荷载，并
将荷载分布到垫层或土基上。当基层分为多层时，其最下面的一层
称为底基层。
2.0.5
垫层
bed course
设于基层以下的结构层。其主要作用是隔水、排水、防冻以改
善基层和土基的工作条件。
2.0.6
建筑垃圾再生集料 construction waste recycled aggregate
将以废砖瓦、废弃砂浆、废混凝土块、废石块为主要成分的建
筑垃圾，利用机械设备破碎处理后，分离出金属、塑料、木材等杂
物，最终生成的粒料，称为建筑垃圾再生集料，简称再生集料。
2.0.7
路面
pavement
用各种筑路材料铺筑在道路路基上直接承受车辆荷载的层状构
筑物。
标准
3
2.0.8
稳定土基层
stabilized soil base course
用石灰、水泥、粉煤灰等结合料与土、砂砾或其他集料，经拌
和、摊铺、压实而成的路面基层。
2.0.9
工业废渣基层
industrial waste base course
用适合于路用的工业废渣修筑的路面基层。
2.0.10
边坡
side slope
为保证路基稳定，在路基两侧做成的具有一定坡度的坡面。
2.0.11
护坡
slope protection
为防止边坡受到冲刷，在坡面上所做的各种铺砌和栽植的总称。
2.0.12
挡土墙
retaining wall
为防止路基填土或山坡土体坍塌而修筑的、承受土体侧压力的
墙式构筑物。
2.0.13
加筋挡土墙
reinforced earth retaining wall
由填土、拉带和镶面构件组成的加筋土承受土体侧压力的挡墙。
2.0.14
透层
prime coat
为使沥青层与无沥青材料的基层结合良好，在基层上浇洒的液
体沥青层。
2.0.15
粘层
tack coat
为使新铺沥青面层与下层粘结良好而浇洒的沥青层。
2.0.16
缩缝
contraction joint
在水泥混凝土路面板上设置的收缩缝。其作用是使水泥混凝土
板在收缩时不致产生不规则的裂缝。一般采用假缝。
2.0.17
胀缝
expension joint