路基压实度评定表,自动计算

项目名称报告编号：试验室名称：压实度最小值（%）95.6施工单位试验依据ta/0.351主要仪器设备及编号压实度极值(%)91.0压实度代表值K97.195.0设计压实度K0(%)96压实度（%）3197.54197.53257评定依据压实度（%）序号压实度（%）151617保证率（%）序号压实度（%）序号平均值（%）97.3标准差S（%）0.5197.597.5备注：监理评鉴：试验：审核：签发：日期：2016年04月02日（专用章）10检测点数96.395.697.096.396.395.697.06检测路段桩号结构层位97.5781路基压实度（%）11121314序号压实度（%）97.597.597.521222324序号97.597.597.597.597.525262797.597.52896.318234597.597.597.5评定结论：合同段监理单位样品编号K0+000-K0+000100.097.54297.552样品描述97.54397.597.5515397.55497.53397.53497.54497.53697.54697.53597.54597.55597.55697.55798.6583797.53897.54897.54797.593997.54997.5291997.596.596.82097.53097.54097.597.5土场名称及最大干密度5097.56059评定结果合格率（%）代表值K=97.1≥标准值K0=96,且单点压实度Ki≥规定值减2%=94第页,共页路基压实度评定报告序号工程部位/用途公路等级kn