压实度评定表(自动计算出结果,只需修改一下计算式里面的k0= %,k0是设计值)

验K8+080~K8+420266.27294.573.4215.3路基交验K8+420~K8+660266.242159.458.4255.4路基交验路基弯沉检验结果汇总表承包单位:景德镇市东方公路桥梁建设有限公司合同号:A合同段桩号:K0+000~K11+980序号施工段桩号设计弯沉值(0.01mm)全幅(0.01mm)备注测点数平均值标准差代表值1K2+900~K3+680266.2160141.642.9212.2路基交验2K3+680~K3+940266.252158.442.2227.7路基交验3K3+940~K4+200266.256158.542.8228.9路基交验4266.2路基交验5266.2路基交验6266.2路基交验K5+920~K6+260266.272146.753.6234.8路基交验K6+260~K6+560266.264149.739.4214.5路基交验K6+560~K7+440266.2180147.441.4215.5路基交验K7+440~K7+900266.288166.145.5241路基交验K7+900~K8+080266.240134.259.7232.4路基交验K8+080~K8+420266.27294.573.4215.3路基交验K8+420~K8+660266.242159.458.4255.4路基交验K8+660~K9+460266.216015839.7223.3路基交验K9+460~K10+100266.2112126.257.2220.3路基交验K10+100~K10+440266.268148.257.3242.5路基交验K10+440~K11+540266.2220166.241.7234.8路基交验K11+540~K11+980266.292154.840.5221.4路基交验编制人:技术负责人:年月日