序号Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 工程Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê 名称Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 试验Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
检测Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
对象Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 试验检测项目Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 规定的试验Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
检测Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
频率或要求Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 各级试验室应承担的试验检测频率Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
承包人Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 驻地办Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 中心试验室Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
6Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
| 桥梁与Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê 结构物Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
| 水泥Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 细度Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每批或100吨检查1次Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 20%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
安定性Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
初、终凝时间Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
胶砂强度Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
钢材Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 抗拉Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每批或50吨检验1组Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
冷弯Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
焊接Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
钢绞线及高强钢丝Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 力学性能Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每批或60吨检验1组Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
| 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
| 3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
|
伸长率Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
松弛率Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每合同段每批检验1组Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
外加剂Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 性能试验,匀质性试验Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每种外加剂进行1次性能检验,同时每30吨进行1次匀质性检验Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
集料Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 筛分Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每合同段每种配合比全面试验1次;对进场的每批材料按规范要求随机取样检查有关指标。Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
| 20%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
| 3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê
|
容重Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
视比重Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
含泥量Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
砂云母含量Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
压碎指标值Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
针片状含量Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
磨耗Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
石料硬度Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
碱含量Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
冲击Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
抗冻性Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
砂Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 筛分Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
含泥量Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
砼配合比设计Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 抗冻Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每合同段每种配合比试验1次;Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
抗渗Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
配合比Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
砂浆配合比Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 配合比Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
混凝土Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 砼强度Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每构件或每30m3抽查3组Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
坍落度Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每工班抽查不少于4次Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 20%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
支座Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 全套指标Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每合同段每批检验1次Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
桥面防水材料Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
伸缩缝Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
工程质量Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 桩基检测Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 无破损检测100%,取芯3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | ……Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | ……Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
桩基基底岩石取芯单轴抗压强度国度过Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 人工挖孔桩100%取芯Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 20%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 3%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |
桥梁荷载试验Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 每座大桥、特大桥每种结构1次Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | 100%Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | ……Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê | …Ü¿<vͪ½=Lbbs.3c3t.comô¿æ9ó\zê |