道路工程素土击实计算表格

/㎝3)ω0=11.1%含水量(%)试验:计算复核:试验日期:3.31击实试验记录建设项目:郑州市西绕城公路改建工程合同号:TJ-7施工单位:郑州市公路工程公司施工路段:试验单位:工地试验室试样名称:素土击实试样编号: 超尺寸颗粒%0取样位置:k43+300试验前含水量% 试样相对密度:筒号:4号筒容积:997cm3击锤重:kg4.5落距:cm45每层击数:27次大于5㎜颗粒含量%0干密度试验次数12345筒+湿样重量(g)39234005407540063938更改筒重(g)18721872187218721872更改湿试样重(g)20512133220321342066湿密度(g/㎝3)2.0572.1392.2102.1402.072干密度(g/㎝3)1.921.951.991.891.79更改含水量盒号12161210118391310更改盒+湿试样重(g)103.26100.4192.17112.1882.48105.5378.6397.37103.68105.95盒+干试样重(g)99.4397.1488.32107.1378.45100.4273.3690.2796.9099.04盒重(g)47.4452.4347.4453.7642.2253.9633.7438.0353.3353.76更改水重(g)3.833.273.855.054.035.115.277.16.786.91更改干试样重(g)51.9944.7140.8853.3736.2346.4639.6252.2443.5745.28含水量(%)7.47.39.49.511.111.013.313.615.615.3平均含水量(%)7.49.511.113.515.5更改击实曲线干密度备注Pd=W0=ρd=1.99g/㎝3ρd(g/㎝3)ω0=11.1%含水量(%)试验:计算复核:试验日期:3.31