5%水泥稳定碎石无侧限强度汇总表

3%水泥稳定碎石基层抗压强度汇总评定表

分项工程起讫桩号：K8+400-K10+680 承包单位：淮南公路工程公司 合同号：01标 编号：

工程名称检测段落13.73.43.85%水泥稳定碎石基层 K8+400-K10+68033.83.93.5监理单位填表日期强度实测值(mpa)9103.83.3安徽虹桥监理公司23.53.63.943.43.63.453.43.53.463.23.43.773.43.283.33.4113.93.4123.63.5133.63.7143.53.4153.33.5163.33.5173.53.3183.93.8193.73.9203.43.7213.33.43.53.53.63.73.63.73.43.83.63.73.63.73.63.43.53.63.93.73.63.43.33.73.43.83.93.53.33.73.43.73.33.33.43.63.43.73.33.33.93.83.33.43.53.43.93.83.33.53.63.63.23.43.73.53.63.63.83.53.43.23.83.53.53.43.33.43.53.40.1883.43.33.53.53.43.33.73.43.83.33.73.43.33.63.93.43.33.63.43.53.63.53.43.53.33.43.63.73.33.43.63.33.53.43.63.33.83.53.33.53.83.53.93.33.33.53.93.33.53.43.53.33.53.4 Cv=3.63.53.93.83.63.53.43.43.73.93.43.43.43.63.43.73.43.65.37%3.33.83.33.43.33.8标准差 S=n= 171 Za=1.282 应满足强度公式： R ≥Rd/(1-ZaCv) 平均强度 R=3.5设计抗压强度 Rd= 3.0MPa3.2 承包人： 质检工程师： 施工负责人：