水泥混凝土路面试验检测项目及频率 [复制链接]

序号}¿û†jôibbs.3c3t.comeÿaü²zþN

工程名称}¿û†jôibbs.3c3t.comeÿaü²zþN

试验检测对象}¿û†jôibbs.3c3t.comeÿaü²zþN

试验检测项目}¿û†jôibbs.3c3t.comeÿaü²zþN

规定的试验检测频率}¿û†jôibbs.3c3t.comeÿaü²zþN

或要求}¿û†jôibbs.3c3t.comeÿaü²zþN

各级试验室应承担的试验检测频率}¿û†jôibbs.3c3t.comeÿaü²zþN

承包}¿û†jôibbs.3c3t.comeÿaü²zþN

驻地办}¿û†jôibbs.3c3t.comeÿaü²zþN

中心试验室}¿û†jôibbs.3c3t.comeÿaü²zþN

5}¿û†jôibbs.3c3t.comeÿaü²zþN

水泥混凝土面层}¿û†jôibbs.3c3t.comeÿaü²zþN

水泥}¿û†jôibbs.3c3t.comeÿaü²zþN

细度}¿û†jôibbs.3c3t.comeÿaü²zþN

每批或100吨检查1次}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

}¿û†jôibbs.3c3t.comeÿaü²zþN

20%}¿û†jôibbs.3c3t.comeÿaü²zþN

}¿û†jôibbs.3c3t.comeÿaü²zþN

3%}¿û†jôibbs.3c3t.comeÿaü²zþN

}¿û†jôibbs.3c3t.comeÿaü²zþN

安定性 }¿û†jôibbs.3c3t.comeÿaü²zþN

初、终凝时间}¿û†jôibbs.3c3t.comeÿaü²zþN

胶砂强度 }¿û†jôibbs.3c3t.comeÿaü²zþN

集料}¿û†jôibbs.3c3t.comeÿaü²zþN

筛分}¿û†jôibbs.3c3t.comeÿaü²zþN

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。 }¿û†jôibbs.3c3t.comeÿaü²zþN
}¿û†jôibbs.3c3t.comeÿaü²zþN

容重 }¿û†jôibbs.3c3t.comeÿaü²zþN

视比重 }¿û†jôibbs.3c3t.comeÿaü²zþN

含泥量 }¿û†jôibbs.3c3t.comeÿaü²zþN

砂云母含量 }¿û†jôibbs.3c3t.comeÿaü²zþN

压碎指标值 }¿û†jôibbs.3c3t.comeÿaü²zþN

针片状含量}¿û†jôibbs.3c3t.comeÿaü²zþN

磨耗 }¿û†jôibbs.3c3t.comeÿaü²zþN

石料硬度 }¿û†jôibbs.3c3t.comeÿaü²zþN

碱含量 }¿û†jôibbs.3c3t.comeÿaü²zþN

冲击 }¿û†jôibbs.3c3t.comeÿaü²zþN

抗冻性 }¿û†jôibbs.3c3t.comeÿaü²zþN

砂}¿û†jôibbs.3c3t.comeÿaü²zþN

筛分 }¿û†jôibbs.3c3t.comeÿaü²zþN

含泥量 }¿û†jôibbs.3c3t.comeÿaü²zþN

砼配合比设计}¿û†jôibbs.3c3t.comeÿaü²zþN

抗冻}¿û†jôibbs.3c3t.comeÿaü²zþN

每合同段每种配合比试验1次；}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

配合比 }¿û†jôibbs.3c3t.comeÿaü²zþN

外加剂}¿û†jôibbs.3c3t.comeÿaü²zþN

性能试验，匀质性试验}¿û†jôibbs.3c3t.comeÿaü²zþN

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； }¿û†jôibbs.3c3t.comeÿaü²zþN

施工}¿û†jôibbs.3c3t.comeÿaü²zþN

质量}¿û†jôibbs.3c3t.comeÿaü²zþN

弯拉强度}¿û†jôibbs.3c3t.comeÿaü²zþN

按检验评定标准附录C抽}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

3%}¿û†jôibbs.3c3t.comeÿaü²zþN

厚度}¿û†jôibbs.3c3t.comeÿaü²zþN

每200m (每车道)抽查2处}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

20%}¿û†jôibbs.3c3t.comeÿaü²zþN

3%}¿û†jôibbs.3c3t.comeÿaü²zþN

平整度}¿û†jôibbs.3c3t.comeÿaü²zþN

利用平整度仪每车道连续检测}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

抗滑构造深度}¿û†jôibbs.3c3t.comeÿaü²zþN

利用铺砂法，每单幅1000m检测10处}¿û†jôibbs.3c3t.comeÿaü²zþN

100%}¿û†jôibbs.3c3t.comeÿaü²zþN

20%}¿û†jôibbs.3c3t.comeÿaü²zþN

3%}¿û†jôibbs.3c3t.comeÿaü²zþN