序号y$*9j#)bbs.3c3t.comn{ÊbIÝ | 工程名称y$*9j#)bbs.3c3t.comn{ÊbIÝ | 试验检测对象y$*9j#)bbs.3c3t.comn{ÊbIÝ | 试验检测项目y$*9j#)bbs.3c3t.comn{ÊbIÝ | 规定的试验检测频率y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
或要求y$*9j#)bbs.3c3t.comn{ÊbIÝ | 各级试验室应承担的试验检测频率y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
承包y$*9j#)bbs.3c3t.comn{ÊbIÝ | 驻地办y$*9j#)bbs.3c3t.comn{ÊbIÝ | 中心试验室y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
5y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
| 水泥混凝土面层y$*9j#)bbs.3c3t.comn{ÊbIÝ | 水泥y$*9j#)bbs.3c3t.comn{ÊbIÝ | 细度y$*9j#)bbs.3c3t.comn{ÊbIÝ | 每批或100吨检查1次y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
| 20%y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
| 3%y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
| |
安定性 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
初、终凝时间y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
胶砂强度 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
集料y$*9j#)bbs.3c3t.comn{ÊbIÝ | 筛分y$*9j#)bbs.3c3t.comn{ÊbIÝ | 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。 y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
容重 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
视比重 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
含泥量 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
砂云母含量 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
压碎指标值 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
针片状含量y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
磨耗 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
石料硬度 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
碱含量 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
冲击 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
抗冻性 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
砂y$*9j#)bbs.3c3t.comn{ÊbIÝ | 筛分 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
含泥量 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
砼配合比设计y$*9j#)bbs.3c3t.comn{ÊbIÝ | 抗冻y$*9j#)bbs.3c3t.comn{ÊbIÝ | 每合同段每种配合比试验1次;y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
配合比 y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
外加剂y$*9j#)bbs.3c3t.comn{ÊbIÝ | 性能试验,匀质性试验y$*9j#)bbs.3c3t.comn{ÊbIÝ | 每种外加剂进行1次性能检验,同时每30吨进行1次匀质性检验; y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
施工y$*9j#)bbs.3c3t.comn{ÊbIÝ y$*9j#)bbs.3c3t.comn{ÊbIÝ
质量y$*9j#)bbs.3c3t.comn{ÊbIÝ | 弯拉强度y$*9j#)bbs.3c3t.comn{ÊbIÝ | 按检验评定标准附录C抽y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 3%y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
厚度y$*9j#)bbs.3c3t.comn{ÊbIÝ | 每200m (每车道)抽查2处y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 20%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 3%y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
平整度y$*9j#)bbs.3c3t.comn{ÊbIÝ | 利用平整度仪每车道连续检测y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
抗滑构造深度y$*9j#)bbs.3c3t.comn{ÊbIÝ | 利用铺砂法,每单幅1000m检测10处y$*9j#)bbs.3c3t.comn{ÊbIÝ | 100%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 20%y$*9j#)bbs.3c3t.comn{ÊbIÝ | 3%y$*9j#)bbs.3c3t.comn{ÊbIÝ | |
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