XX公路工程质量评定办法（全套）【精品专业参考资料】.doc

京哈公路四平至长春段一级公路建设项目质量检验评定办法京哈公路四平至长春段一级公路建设指挥部京哈公路四平至长春段一级公路建设总监办公室二五年一月说 明一、本办法包括项目质量管理办法、项目质量检验评定办法、项目单质材料、混合料质量检验要求、附录四部分，附录中A部分内容单独装订成附册。二、本办法依据招标技术规范及公路工程质量检验评定标准（JTGF80/12004）及有关部颁规范，并结合工程实际情况制定。三、项目质量检验评定以本办法的规定为准，办法未规定的按公路工程质量检验评定标准（JTGF80/1-2004）及其他部颁规范的有关规定执行。四、本办法结合监理规程、竣（交）工文件编制办法共同使用。目 录一、项目质量管理办法···········································1二、项目质量检验评定标准·············································6201土方路基工程质量检验标准········································7202石方路基工程质量检验标准········································8203软基处理砂垫层工程质量检验标准··································9204加筋工程土工合成材料工程质量检验标准····························10301管节预制工程质量检验标准········································11302管道基础及管节安装工程质量检验标准······························12303检查（雨水）井砌筑工程质量检验标准······························13304土沟工程工程质量检验标准········································14305浆砌排水沟工程质量检验标准······································15306盲沟工程质量检验标准············································16401筋带工程质量检验标准············································17402锚杆、拉杆工程质量检验标准······································18403面板预制工程质量检验标准········································19404面板安装工程质量检验标准········································20405锚杆、锚锭板和加筋土挡土墙工程质量检验标准····················21406砌体挡土墙工程质量检验标准····································22407锥、护坡工程质量检验标准········································23408浆砌砌体工程质量检验标准········································24409干砌片石工程质量检验标准········································25410导流工程工程质量检验标准········································26411石笼防护工程工程质量检验标准····································27501普通沥青混凝土面层工程质量检验标准······························28502 SMA沥青混凝土面层工程质量检验标准······························29503水泥混凝土面层工程质量检验标准··································30504石灰、粉煤灰土底基层工程质量检验标准····························31505石灰粉煤灰稳定粒料基层工程质量检验标准··························32506路面砂砾垫层工程质量检验标准····································33507路缘石铺设工程质量检验标准······································34508路肩工程质量检验标准······································35601桥梁总体工程质量检验标准········································36602结构物基坑工程质量检验标准······································37603钻孔灌注桩工程质量检验标准······································38604基础砌体工程质量检验标准········································39605墩、台身砌体工程质量检验标准····································40606钢筋安装工程质量检验标准········································41607钢筋网工程质量检验标准········································42608扩大基础工程质量检验标准········································43609承台工程质量检验标准········································44610大体积混凝土结构工程质量检验标准································45611墩、台身工程质量检验标准····································46612柱或双壁墩身工程质量检验标准····································47613墩、台帽或盖梁工程质量检验标准··································48614台背填土工程质量检验标准········································49615墩、台身安装工程质量检验标准····································50616预制梁（板）工程质量检验标准····································51617就地浇筑梁（板）工程质量检验标准································52618混凝土小型构件工程质量检验标准··································53619预应力后张法工程质量检验标准····································54620梁（板）安装工程质量检验标准····································55621桥面铺装工程质量检验标准········································56622桥面防水层工程质量检验标准······································57623复合桥面水泥混凝土铺装工程质量检验标准··························58624支座垫石工程质量检验标准········································59625挡块工程质量检验标准············································60626支座安装工程质量检验标准········································61627伸缩缝安装工程质量检验标准······································62628栏杆安装工程质量检验标准········································63629混凝土防撞护栏浇注工程质量检验标准······························64630桥头搭板工程质量检验标准········································65701涵洞总体工程质量检验标准········································66702涵台工程质量检验标准············································67703管座及涵管安装工程质量检验标准··································68704盖板制作工程质量检验标准········································69705盖板安装工程质量检验标准········································70706箱涵浇筑工程质量检验标准········································71707一字墙和八字墙工程质量检验标准··································72901交通标志工程质量检验标准········································73902路面标线工程质量检验标准········································74903波形梁钢护栏工程质量检验标准····································75904混凝土护栏工程质量检验标准······································76905轮廓标工程质量检验标准··········································77906隔离栅和防落网工程质量检验标准··································78907中央分隔带绿化工程质量检验标准··································79908路侧绿化工程质量检验标准········································80909互通立交区绿化工程质量检验标准··································81910养护管理区、服务区绿化工程质量检验标准··························82911取、弃土场绿化工程质量检验标准··································83三、项目单质材料、混合料质量检验要求································84单质材料、混合料质量检验规定和说明··································85路基填方·························································89特殊地区路基处理·············································90路面工程（垫层）·············································91石灰稳定土底基层·············································92水泥稳定土底基层、基层（一）··········································93水泥稳定土底基层、基层（二）··········································94石灰粉煤灰稳定土底基层、基层（一）····································95石灰粉煤灰稳定土底基层、基层（二）····································96级配碎（砾）石底基层、基层·········································97热拌沥青混合料面层·········································98改性沥青及沥青混合料·········································991-3-10水泥混凝土面板······································1001-4-01 桥梁钢筋和模板工程······································1011-4-02结构物混凝土工程（一）······································1021-4-03 结构物混凝土工程（二）······································1031-4-04预应力混凝土工程（一）········································1041-4-05 预应力混凝土工程（二）·······································1051-4-06砌筑工程·················································105附表01路堤填料最小强度和最大粒径要求··························106附表02排水板性能指标···········································106附表03粉煤灰的技术要求···········································106附表04石灰的技术指标············································107附表05硅酸盐水泥、普通硅酸盐水泥技术指标························108附表06常用水泥标号及抗压强度·····································108附表07沥青路面用粗、细集料质量技术要求····························109附表08沥青面层用石屑规格······································109附表09沥青面层用矿粉质量技术要求································109附表10重交通道路石油沥青质量技术要求·····························110附表11沥青面层用天然砂规格······································110附表12光圆钢筋主要机械性能······································111附表12热轧带肋钢筋主要机械性能···································111附表13细集料集配范围······································112附表14细集料杂质最大含量······································112附表15粗集料的集配范围······································113附表16碎石和卵石中的有害物质含量······························113附表17粗集料的技术要求······································113附表18碎石和卵石的坚固性指标····································114附表19冷拉钢筋的力学性能······································114附表20混凝土最大水灰比、最小水泥用量······························114附表21混凝土浇注入模时的坍落度···································115附表22膨胀板的技术要求······································115附表23加热施工式填缝料的技术要求·································115附表24常温施工式填缝料的技术要求·································115四、附录·························································116附录A单位、分部和分项工程划分（见另册）·································117附录B路基、路面压实度评定················································118附录C水泥混凝土弯拉强度评定·········································120附录D水泥混凝土抗压强度评定·········································121附录E喷射混凝土抗压强度评定·········································123附录F水泥砂浆强度评定·········································124附录G半刚性基层和底基层材料强度评定·····································125附录H路面结构层厚度评定·········································126附录I路基、柔性基层、沥青路面弯沉值评定···································127附录K路面横向力系数评定·········································128附录BK评定方法说明·········································129京哈公路四平至长春段一级公路建设项目项目质量检验评定办法京哈公路四平至长春段一级公路建设指挥部京哈公路四平至长春段一级公路建设总监办公室质量检验评定办法1总则工程质量检验的方法、频率、规定值允许偏差、权值、评定方法按本标准执行。在工程施工、质量管理、质量检验评定中，除执行本标准外，还应符合现行交通部颁布和国家颁布的相关设计、施工技术规范和试验规范以及本工程下发的图纸、规范及规定。这些技术文件以本工程开工前颁布时间最近者为准。2.工程质量控制程序按监理规程规定执行3工程质量评定3.1本项目全部工程按办法附录A所划分的单位工程、分部工程、分项工程，进行质量检查评定。3.2工程质量评定以分项工程为单元，采用100分制进行。在分项工程评分的基础上，逐级计算各相应分部、单位工程、合同段和建设项目评分值。3.3 工程质量评定等级分为合格与不合格，应按分项、分部、单位工程、合同段和建设项目逐级评定。3.4 分项工程评分分项工程质量检验内容包括基本要求、实测项目、外观鉴定和质量保证资料四个部分。只有在其使用的原材料、半成品、成品及施工工艺符合基本要求的规定，且无严重外观缺陷和质量保证资料真实并基本齐全时，才能对分项工程质量进行检验评定。本办法只包括实测项目的具体内容，而基本要求、外观鉴定和质量保证资料三部分内容未具体列出，详见公路工程质量检验评定标准（JTGF80/12004）相应部分，并在实施过程中严格按照执行。涉及结构安全和使用功能重要实测项目为关键项目（在文中以“*”标志），其合格率不得低于90%（属于工厂加工制造的桥梁金属构件不低于95%，机电工程为100%），且检测值不得超过规定极值，否则必须进行返工处理。实测项目的规定极值是指任一单个检测值都不能突破的极限值，不符合要求时该实测项目为不合格。采用附录B至附录I所列方法进行评定的关键项目，不符合要求时则该分项工程评为不合格。分项工程的评分值满分为100分，按实测项目采用加权平均法计算。存在外观质量缺陷或资料不全时，应予减分。 检查项目得分×权值分项工程得分= 检查项目权值分项工程评分值=分项工程得分外观缺陷减分资料不全减分（1） 基本要求检查 分项工程所列基本要求，对施工质量优劣具有关键作用，应按基本要求对工程进行认真检查。经检查不符合基本要求规定时，不得进行工程质量的检验和评定。（2） 实测项目计分对规定检查项目采用现场抽样方法，按照规定频率和下列计分方法对分项工程的施工质量直接进行检测计分。检查项目除按数理统计方法评定的项目以外，均应按单点（组）测定值是否符合标准要求进行评定，并按合格率计分。检查项目合格率=检查合格点（组）数/该检查项目的全部检查点（组）数*100%检查项目的分=检查项目合格率*100（3） 外观缺陷减分对工程外表状况应逐项进行全面检查，如发现外观缺陷，应进行减分。对于较严重的外观缺陷，施工单位须采取措施进行整修处理。（4） 资料不全减分 分项工程的施工资料和图表残缺，缺乏最基本的数据，或有伪造涂改者，不予检验和评定。资料不全者应与减分，减分幅度可按照，按公路工程质量检验评定标准（JTGF80/1-2004）中3.2.4条所列各款逐款检查，视资料不全情况，每款减13分。3.5 分部工程和单位工程质量评分 附录A所列分项工程和分部工程区分为一般工程和主要（主体）工程，分别给以1和2的权值。进行分部工程和单位工程评分时，采用加权平均值计算法确定相应的评分值。 分项（分部）工程评分值×相应权值分部（单位）工程评分值= 分项（分部）工程权值3.6 合同段和建设项目评分合同段和建设项目工程质量评分按值公路工程竣（交）工验收办法计算。 单位工程评分值×该单位工程投资额合同段工程质量评分值= ；合同段总投资额合同段工程质量评分值×该合同段投资额建设项目质量评分值= 施工合同段投资额3.7 工程质量等级评定办法3.7.1 分项工程质量等级评定 分项工程评分值不小于75分者为合格，小于75分者为不合格；机电工程、属于工厂加工制造的桥梁金属构件不小于90分者为合格，小于90分者为不合格。 评定为不合格的分项工程，经加固、补强或返工、调测，满足设计要求后，可以重新评定其质量等级，但计算分部工程评分值时按其复评分值的90计算。3.7.2 分部工程质量等级评定所属各分项工程全部合格，则该分部工程评为合格；所属任一分项工程不合格，则该分部工程为不合格。3.7.3 单位工程质量等级评定所属各分部工程全部合格，则该单位工程评为合格；所属任一分部工程不合格，则该单位工程为不合格。3.7.4合同段和建设项目质量等级评定合同段和建设项目所含单位工程全部合格，其工程质量等级为合格；所属任一单位工程不合格，则合同段和建设项目为不合格。4检验项目及频率4.1 施工单位对检测单元的检验频率按本标准中的检验频率和检验方法一栏中的规定进行检验、评定。标准中各表为各检验单元的检验项目、频率及每项检查应填写的记录。在填写记录前，应详细阅读填表说明。表中有规定分的项目，即是作为分项工程的检测项目。4.2 T1栏规定的是驻地监理对各检验单元的抽检，表示方法为字母数字，字母表示检查方法，其中A代表监理亲自操作，B代表对施工单位自检全过程旁站，属于材料检查的非评分项目，监理只进行旁站检查、签证，不自留资料，C代表由施工单位的人员操作、监理监督，D代表监理与施工单位共同检查，后面的数字表示监理检验频率为施工单位自检频率的百分率。4.3 T2栏规定的是总监办对分项工程验收的抽检，栏中数字表明的频率为施工单位自检频率的百分比。总监办抽检除偏位、张拉等个别项目为C类外，其余均为A类。如抽检频率无法达到规定值，可视具体情况采用驻地监理的抽检资料。4.4 压实度实测项目中T1栏规定值为50%，可自检25%，旁站并利用承包人25%。4.5所有检测项目频率少于2点的，均按100%检测且不少于2点。京哈公路四平至长春段一级公路建设项目项目质量检验评定标准京哈公路四平至长春段一级公路建设指挥部京哈公路四平至长春段一级公路建设总监办公室项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1压实度（%）零填及挖方(m)0-0.8按附录B检查，密度法：每200m每压实层测4处396A-5010*填方(m)0-0.8960.8-1.594>1.5932弯沉（0.01mm）按附录检查3不大于设计要求值C-100100*3纵断高程（mm）水准仪：每200m测4断面2+10，-15B-20104中线偏位（mm）经纬仪：每200m测4点，弯道加测HY、YH两点250B-20105宽度（mm）米尺：每200m测4处2符合设计要求A-20106平整度（mm）3m直尺：每200m测2处×10尺215A-20107横坡（%）水准仪：每200m测4个断面1±0.3A-20108边坡尺量：每200m测4处1符合设计要求A-2010201 土方路基工程质量检验标准202 石方路基工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1压实查施工记录3厚度和碾压遍数符合要求D-100102纵断高程（mm）水准仪：每200m测4断面210，20A-20103中线偏位（mm）经纬仪：每200m 测4点，弯道加测HY、YH两点250A-20104宽度（mm）米尺：每200m测4处2符合设计要求A-20105平整度（mm）3m直尺：每200m测2处×10尺220A-20106横坡（%）水准仪：每200m测4断面1±0.3A-20107边坡坡度每200m抽查4处1符合设计要求A-2010平顺度符合设计要求203 软基处理砂垫层工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1砂（砾）垫层厚度每200m检查4处3不小于设计A-20102砂（砾）垫层宽度每200m检查4处1不小于设计A-20103反滤层设置每200m检查4处1符合设计要求A-20104压实度（%）每200m检查4处290A-2010204 加筋工程土工合成材料质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1下承层平整度、拱度每200m检查4处1符合设计、施工要求A-20102搭接宽度（mm）抽查2250，0A-20103搭接缝错开距离（mm）抽查22符合设计、施工要求A-20104锚固长度（mm）抽查23符合设计、施工要求A-2010301 管节预制工程质量检验标准 项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1混凝土强度（Mpa）按附录D检查3在合格标准内A-5050*2内径（mm）尺量：2个断面2不小于设计A-20103壁厚（mm）尺量：2个断面2不小于设计壁厚3A-20104顺直度沿管节拉线量，取最大矢高1矢度不大于0.2管节长A-20105长度（mm）尺量15，0A-2010302 管道基础及管节安装工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1混凝土抗压强度或砂浆强度(Mpa)按附录D、F检查3合格标准内A-5050*2管轴线偏位（mm）经纬仪或拉线：每两井间测3处215A-20103管内底高程（mm）水准仪：每两井间测2处2±10A-20104基础厚度（mm）尺量：每两井间测3处1不小于设计A-20105管座肩宽（mm）尺量、挂边线：每两井间测2处110，-5A-2010肩高（mm）±106抹带（mm）宽度尺量：按10%抽查2不小于设计A-2010厚度不小于设计303 检查（雨水）井砌筑工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1砂浆强度Mpa按附录F检查3在合格标准内A-5050*2轴线偏位（mm）经纬仪：每个检查井检查150A-20103圆井直径或方井长、宽（mm）尺量：每个检查井检查1±20A-20104井底高程（mm）水准仪：每个检查井检查1±15A-20105井盖与相邻路面高差（mm）雨水井水准仪、水平尺：每个检查井检查20，4A-2010检查井4，0304 土沟工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1沟底高程（mm）水准仪：每200m测4处20，30A-20102断面尺寸（mm）尺量：每200m测2处2不小于设计A-20103边坡坡度尺量：每200m测2处1不陡于设计A-20104边棱直顺度（mm）尺量：20米拉线，每200m测2处150A-2010305 浆砌排水沟工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1砂浆强度（Mpa）按附录F检查3在合格标准内A-5050*2轴线偏位（mm）经纬仪或尺量：每200m测5处150A-20103沟底标高(mm)水准仪：每200m测5点2±15A-20104墙面直顺度(mm)或坡度20米拉线、坡度尺：每200m测2处130或符合设计要求A-20105断面尺寸(mm)尺量：每200m测2处2±30A-20106铺砌厚度(mm)尺量：每200m测2处1不小于设计A-20107基础垫层宽、厚(mm)尺量：每200m测2处1不小于设计A-2010306 盲沟工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1沟底高程（mm）水准仪：每1020m测1处1±15A-20102断面尺寸（mm）尺量：1处/20m1不小于设计A-2010401 筋带工程质量检验标准项次检测项目检测频率和检查方法权值规定值或允许误差T1T2备注1筋带长度尺量：每20m检查5根（束）2不小于设计A-20102筋带与面板连接目测：每20m检查5处2符合设计要求A-20103筋带与筋带连