灌砂法压实度计算表

12345671-11-101-171-351-471-46823.9624.5424.7024.4624.2224.44973.4259.0775.3384.9469.5462.161067.8755.0669.5478.4863.8357.521143.9130.5244.8454.0239.6133.08125.554.015.796.455.714.641312.613.112.911.914.414.01415161718复核序号自检意见层次项目名称最大干容量(g/cm3)8灌砂前筒+砂重（g)灌砂后筒+砂重(g)灌入试坑砂重(g)(1)-(2)-(m2)盒+干土重(g)盒+湿土重(g)干土重(g)(10)-(8)度坑体积(cm3)(3)/(Ps)湿试样重(g)湿密度(g/cm3)(5)/(4)盒号锥体内砂重m:(g)最大干密度(g/cm3)压实度(15)/(16)·100%压实层厚度(cm)试验项目公式水重(g)(9)-(10)含水量(12)/(11)·100平均含水量(%)干密度(g/cm3)(6)/(1+0.01w)盒重(g)K281+130右施工单位950012.6K281+130左95005665298021062.01371.3446.505.8756652980210648.541-524.843515248479.5473.386.1642402.0181-1224.8477.2149501.9931-2124.4012.71.85最佳含水量(%)K281+160左9500513051.9327.353.3679.566.5659.9456.0531.653.894535要求压实度(%)1.4151-3124.5855.2812.18552120合同段1.999K281+160右95005435321022694305第十K282+300K281+190左9500K281+100~范围标准砂密度Ps(g/cm3)中国第二十一冶金建设公司952.031K281+190右950054453200226146052.0365645300054.3073.0050.7847.4526.471-411-3725.5524.313.5313.813.312.612.912.612.113.612.312.31.7871.8596.61.7881.8596.61.7831.8596.41.7701.8595.7该层压实度平均值为：均方差为：代表值为：故该层压实度符合要求。试验位置（桩号）14.21.7831.8596.41.7881.8596.6监理意见注:压实层厚度为灌砂后挖至下层实测值测量日期4250测量施检表(21)灌砂法压实度检测记录表项目主管计算技术主办监理单位湖南省交通建设工程监理有限公司单项工程名称土方路基编号：第页共页阳茂高速公路第层123456789101112131415161718复核监理意见编号：第页共页测量施检表(21)灌砂法压实度检测记录表项目主管计算注:压实层厚度为灌砂后挖至下层实测值测量日期技术主办试验位置（桩号）标准砂密度Ps(g/cm3)要求压实度(%)范围合同段最佳含水量(%)施工单位单项工程名称度坑体积(cm3)(3)/(Ps)盒号盒+湿土重(g)湿密度(g/cm3)(5)/(4)锥体内砂重m:(g)盒+干土重(g)干土重(g)(10)-(8)自检意见层次灌砂前筒+砂重（g)灌砂后筒+砂重(g)灌入试坑砂重(g)(1)-(2)-(m2)湿试样重(g)压实度(15)/(16)·100%压实层厚度(cm)试验项目公式水重(g)(9)-(10)项目名称监理单位最大干容量(g/cm3)序号最大干密度(g/cm3)含水量(12)/(11)·100平均含水量(%)干密度(g/cm3)(6)/(1+0.01w)盒重(g)12345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152