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[null,"四川省乐山市沙湾区城乡供水一体化项目(首期)(配水工程)工程材料检测清单"]
["序号","检测内容","检测材料","检测参数","检测频率","单位","预估数量"]
[1,"原材","钢筋原材","屈服强度、抗拉强度Φ≤22","每60t为一批","组",20]
[2,null,null,"弯曲",null,"根",20]
[3,null,null,"伸长率",null,"组",20]
[4,null,null,"重量偏差"]
[5,null,"钢筋焊接","抗拉强度Φ≤22","每300个为一批","组",20]
[6,null,"水泥","比表面积","袋装不超过200t为一批，散装不超过500t为一批","组",1]
[7,null,null,"细度"]
[8,null,null,"密度"]
[9,null,null,"标准稠度用水量"]
[10,null,null,"凝结时间"]
[11,null,null,"安定性"]
[12,null,null,"胶砂强度"]
[13,null,"粗集料","颗粒级配","不超过600t或400m3为一批","组",1]
[14,null,null,"泥块含量"]
[15,null,null,"含泥量"]
[16,null,null,"堆积密度"]
[17,null,null,"压碎指标值"]
[18,null,null,"表观密度"]
[19,null,"细集料","颗粒级配","不超过600t或400m3为一批","组",1]
[20,null,null,"含泥量"]
[21,null,null,"泥块含量"]
[22,null,null,"堆积密度"]
[23,null,null,"表观密度"]
[24,null,"井盖","承载能力","500套井盖为一批","套",4]
[25,null,null,"残余变形"]
[26,null,"绝缘导线、电缆、电线","电压","每批至少抽取1个样本","组",4]
[27,null,null,"导体电阻"]
[28,null,null,"绝缘电阻"]
[29,null,null,"外形尺寸"]
[30,null,null,"绝缘厚度"]
[null,null,"塑料给水管 PVC-0","外观","同一生产厂家、品种、规格、批次检查一次","次",6]
[{"$nulls":3},"规格尺寸"]
[{"$nulls":3},"拉伸强度 "]
[{"$nulls":3},"断裂伸长率 "]
[{"$nulls":3},"纵向回缩率"]
[{"$nulls":3},"烘箱试验"]
[null,null,"内涂环氧树脂外涂双层FBE环氧树脂涂塑复合螺旋焊接钢管","涂层厚度 ","同一生产厂家、品种、规格、批次检查一次","次",8]
[{"$nulls":3},"弯曲试验或压扁试验"]
[{"$nulls":3},"冲击试验 "]
[null,null,"聚乙烯PE100给水管","外观","同一生产厂家、品种、规格、批次检查一次","次",1]
[{"$nulls":3},"规格尺寸"]
[31,null,null,"拉伸强度 "]
[32,null,null,"断裂伸长率 "]
[33,null,null,"纵向回缩率"]
[34,null,null,"烘箱试验"]
[35,null,"焊接螺旋钢管","弯曲试验或压扁试验","同一生产厂家、品种、规格、批次检查一次","次",3]
[36,null,null,"冲击试验 "]
[37,null,"涂料","拉伸强度","每5t为一批","每样本",2]
[38,null,null,"延伸性"]
[39,null,null,"低温柔性"]
[40,null,null,"耐热性"]
[41,null,null,"不透水性"]
[42,null,null,"粘结强度"]
[43,null,null,"抗冻性"]
[44,null,"沥青混合料","沥青用量","每日、每品种检查1次","组",5]
[45,null,null,"矿料级配"]
[46,null,null,"密度"]
[47,null,null,"马歇尔稳定度"]
[48,null,null,"流值"]
[49,null,null,"空隙率"]
[50,null,"回填料","最大密度度","施工前，不少于1次，每5000m3测一次，且土样有变化应重新试验","样",6]
[51,null,null,"最佳含水率"]
[52,"给水管道（A段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",273]
[53,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",90]
[54,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[55,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",20]
[56,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[57,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",35]
[58,null,null,"厚度","每1000m2测1点","点",9]
[59,null,"沥青混凝土路面","厚度","每1000m2测1点","点",4]
[60,null,null,"压实度（灌砂法）","每1000m2测1点","点",4]
[61,null,null,"弯沉","每1000m不少于80点","点",60]
[62,"给水管道（分场村）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",42]
[63,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",12]
[64,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[65,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[66,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[67,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",2]
[68,null,null,"厚度","每1000m2测1点","点",1]
[69,null,"沥青混凝土路面","厚度","每1000m2测1点","点",1]
[70,null,null,"压实度（灌砂法）","每1000m2测1点","点",1]
[71,null,null,"弯沉","每1000m不少于80点","点",10]
[72,"给水管道（孙坝村）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",42]
[73,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",12]
[74,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[75,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[76,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",3]
[77,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",2]
[78,null,null,"厚度","每1000m2测1点","点",1]
[79,"给水管道（王场村）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",42]
[80,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",12]
[81,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[82,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[83,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",3]
[84,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",2]
[85,null,null,"厚度","每1000m2测1点","点",1]
[86,"给水管道（魏坝村）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",102]
[87,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",18]
[88,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[89,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[90,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",3]
[91,null,"水泥混凝土路面","抗压强度","每工作班/部位不少于1组","组",3]
[92,null,null,"厚度","每1000m2测1点","点",3]
[93,"给水管道（水厂~轸溪乡(含到沙湾电站)段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",273]
[94,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",72]
[95,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[96,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",20]
[97,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[98,null,"水泥混凝土路面","抗压强度","每工作班/部位不少于1组","组",3]
[99,null,null,"厚度","每1000m2测1点","点",3]
[100,"给水管道（B段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",168]
[101,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",54]
[102,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[103,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",20]
[104,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[105,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",20]
[106,null,null,"厚度","每1000m2测1点","点",9]
[107,null,"沥青混凝土路面","厚度","每1000m2测1点","点",2]
[108,null,null,"压实度（灌砂法）","每1000m2测1点","点",2]
[109,null,null,"弯沉","每1000m不少于80点","点",30]
[110,"给水管道（C段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",36]
[111,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",15]
[112,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[113,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[114,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",3]
[115,null,"水泥混凝土路面","抗压强度","每工作班/部位不少于1组","组",4]
[116,null,null,"厚度","每1000m2测1点","点",2]
[117,"给水管道（生态二号桥~沫东坝村段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",126]
[118,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",30]
[119,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[120,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[121,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",3]
[122,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",3]
[123,null,null,"厚度","每1000m2测1点","点",1]
[124,null,"沥青混凝土路面","厚度","每1000m2测1点","点",1]
[125,null,null,"压实度（灌砂法）","每1000m2测1点","点",1]
[126,null,null,"弯沉","每1000m不少于80点","点",10]
[127,"给水管道（沙湾电站~大渡河大桥段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",273]
[128,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",90]
[129,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[130,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",20]
[131,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[132,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",5]
[133,null,null,"厚度","每1000m2测1点","点",5]
[134,null,"沥青混凝土路面","厚度","每1000m2测1点","点",1]
[135,null,null,"压实度（灌砂法）","每1000m2测1点","点",1]
[136,null,null,"弯沉","每1000m不少于80点","点",10]
[137,"给水管道（水厂~牛石镇）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",273]
[138,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",90]
[139,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[140,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",20]
[141,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[142,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",20]
[143,null,null,"厚度","每1000m2测1点","点",7]
[144,"给水管道（大渡河大桥~彩虹桥段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",126]
[145,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",60]
[146,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",10]
[147,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",25]
[148,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[149,null,"沥青混凝土路面","厚度","每1000m2测1点","点",8]
[150,null,null,"压实度（灌砂法）","每1000m2测1点","点",8]
[151,null,null,"弯沉","每1000m不少于80点","点",80]
[152,"给水管道（A段支线）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",42]
[153,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",12]
[154,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",5]
[155,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",15]
[156,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[157,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",15]
[158,null,null,"厚度","每1000m2测1点","点",3]
[159,null,"沥青混凝土路面","厚度","每1000m2测1点","点",1]
[160,null,null,"压实度（灌砂法）","每1000m2测1点","点",1]
[161,null,null,"弯沉","每1000m不少于80点","点",10]
[162,"给水管道（过大渡河段）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",42]
[163,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",12]
[164,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",5]
[165,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[166,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",5]
[167,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",1]
[168,null,null,"厚度","每1000m2测1点","点",1]
[169,null,"沥青混凝土路面","厚度","每1000m2测1点","点",1]
[170,null,null,"压实度（灌砂法）","每1000m2测1点","点",1]
[171,null,null,"弯沉","每1000m不少于80点","点",10]
[172,null,"植筋","拉拔","每个检验批应抽查3处","点",3]
[173,"给水管道（凉水村~碧山乡）","回填","密度（灌砂法）","两井之间每层每侧1组（每\n组3点）","点",42]
[174,null,"基础（Ⅲ类土）","地基承载力（动力触探）","两井之间3点","每米",12]
[175,null,"砂浆","抗压强度","每 50m3 砌体一组试块","组",5]
[176,null,"混凝土","抗压强度","每工作班/部位不超过100m³不少于1组","组",10]
[177,null,null,"抗渗强度","混凝土数量小于250m，应制作抗渗试件1组;250~500m，应制作2组","组",3]
[178,null,"水泥混凝土路面","抗压强度","每工作班/部位不超过100m³不少于1组","组",2]
[179,null,null,"厚度","每1000m2测1点","点",1]
[180,"合计"]