2021年市政检测频率.pdf
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1、一 给排水工程相关检测内容与频率项目检测内容检测频率部位条文本项目图纸检测要求范围点数污水管压实度每一管段（两井之间或 2000m2）每层每侧 3点管顶、管侧、沟槽GB 50268-2008 4.6.3.-1;4.6.3-2沟底 30cm素土，30cm 三七灰土，压实度都是95%，然 后 浇 筑 管 基砼，地基承载力不小于 100Kpa。雨水管压实度检 查 井 回填压实度每层1 道路面层一下 1 米至井底三七灰土给水管压实度50M 3 点管顶、管侧检 查 井 砌体砌筑砂浆试件50 M3砌体或每台班1 组砂浆GB 50268-2008 检查井盖承载力每批1 组成品GB.50268-2008 管
2、道 砼 基础砼抗压强度100M3/100M/每台班1 组砼给 水 管 道功能试验水压试验每一 km内1 组给 水 管道GB.50268-2008 给 水 管 道冲 洗 与 消毒 功 能 试验水质化验水质检测部门进行检测给 水 管道GB.50268-2008 污 水 管 道功能试验严密性试验(闭 水试验)每 五 个 检 查 井段,管 700以上抽三分之一1 组检查井GB.50268-2008 排 水 管 道严密性试GB.50268-2008 精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 1 页，共 7 页功能试验验(闭 气试验)压力钢管焊缝检测全数10%焊缝GB.50268-
3、2008 外防腐层厚度厚度检测每 20根和每个补口各 1 组防腐层GB.50268-2008 5.10.4 外电火花检漏全数全数每根防腐层GB.50268-2008 5.10.4 二城镇道路工程相关检测内容与频率项目检测内容检 测 频 率部位条文范围点数路基、路床压实度1000M23 点每层CJJ2008 6 8 1 1 弯沉值20M 1 点每一车道CJJ2008 6 8 1 2 路肩压实度100M 1 点每侧CJJ2008 6 8 3 2 反压护道压实度200M 3 点护道CJJ2008 6 8 4 3 精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 2 页，共 7 页文档
4、编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R
5、3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10
6、 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S1
7、0U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8
8、Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:C
9、M9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10
10、A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7
11、R10R3R10A1上、下基层压实度1000M21 点每层CJJ2008 782 弯沉值20M 1 点每一车道CJJ2008 783 7d 无 侧 限抗压2000M21 点每组 6 个CJJ2008 782，3 热拌沥青混合料路面沥青质量石油沥青 100t 为一批、改性沥青50t 为一批或进场批次CJJ2008 8 5 1 1 压实度1000M21 点马 歇 儿 试件CJJ2008 8 5 2 2 厚度1000M21 点CJJ2008 8 5 2 2 弯沉值20M 1 点每一车道CJJ2008 8 5 2 2 冷沥青混合沥青质量按产品进场批次和产品抽样检验方案确定CJJ精品w o r d 学习
12、资料 可编辑资料-精心整理-欢迎下载-第 3 页，共 7 页文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:C
13、M9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10
14、A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7
15、R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z
16、2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 H
17、A4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7
18、S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档
19、编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1料路面2008 8 5 2 1 压实度1000M21 点CJJ2008 8 5 2 2 厚度1000M21 点CJJ2008 8 5 2 3 沥青贯入式路面沥青质量按不同材料进场批次，每批次1 次CJJ2008 9 4 1 1 压实度1000M21 点灌砂法CJJ2008 9 4 1 1 厚度1000M21 点CJJ2008 9 4 1 4 弯沉值20M 1 点每一车道CJJ2008 9 4 1 3 水泥混凝土路面砼抗压试件100M3/100M/每台班1 组同 条 件 最少一组CJJ2008 精品w o r d
20、 学习资料 可编辑资料-精心整理-欢迎下载-第 4 页，共 7 页文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编
21、码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3
22、R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10
23、ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10
24、U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z
25、2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM9O7S8Q8Z2 HA4S10U5Z2P10 ZQ7R10R3R10A1文档编码:CM
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