水泥混凝土路面试验检测项目及频率 [复制链接]

序号Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

工程名称Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

试验检测对象Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

试验检测项目Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

规定的试验检测频率Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

或要求Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

各级试验室应承担的试验检测频率Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

承包Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

驻地办Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

中心试验室Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

5Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

水泥混凝土面层Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

水泥Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

细度Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

每批或100吨检查1次Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

20%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

3%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

安定性 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

初、终凝时间Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

胶砂强度 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

集料Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

筛分Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

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。 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y
Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

容重 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

视比重 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

含泥量 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

砂云母含量 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

压碎指标值 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

针片状含量Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

磨耗 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

石料硬度 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

碱含量 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

冲击 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

抗冻性 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

砂Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

筛分 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

含泥量 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

砼配合比设计Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

抗冻Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

每合同段每种配合比试验1次；Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

配合比 Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

外加剂Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

性能试验，匀质性试验Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

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； Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

施工Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

质量Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

弯拉强度Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

按检验评定标准附录C抽Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

3%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

厚度Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

每200m (每车道)抽查2处Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

20%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

3%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

平整度Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

利用平整度仪每车道连续检测Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

抗滑构造深度Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

利用铺砂法，每单幅1000m检测10处Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

100%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

20%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y

3%Å=tQrÎbbs.3c3t.comñª¾˜”|˜™y