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1、压实度（灌砂法）检测原始记录工程名称永川古城片区一期市政道路工程施工单位重庆隆西建设（集团）有限公司检测依据JTJ051-93检测日期检测仪 器设备 及编号灌砂筒、容重测定仪土样类 别泥岩3量砂的单位质量，g/m1.41最大干 密度2.22g/cm3最佳含水率（%8.2设计压实度（%93检测桩号K0+400K0+420K0+430K0+440K0+450K0+460灌砂前砂+容器质量183221792417522171131730918519灌砂后砂+容器质量841380238365701678558320锥体内砂质量（g）255525552555255525552555试坑灌入砂质量（g）7
2、35473466602754268997644量砂堆积密度（g/cm3）1.411.411.411.411.411.41试坑体积（cm3）521652104682534948935342试坑中挖岀的湿料质量（g）113451136510432118411081611732试验湿密度（g/cm3）2.1752.1812.2282.2142.2112.196含水量W（%）盒号121212121212盒质量10.210.210.210.210.210.210.210.210.210.210.210.2盒+干料质量g45.046.542.348.254.452.342.841.544.941.742.
3、347.2盒+ 湿料质量g47.8249.3744.8551.2057.9855.7145.3943.9847.6544.1244.9350.20水质量g2.822.872.553.003.583.412.592.482.752.422.633.00干料质量g34.836.332.138.044.242.132.631.334.731.532.137.0含水量8.107.907.937.908.108.107.967.927.937.688.208.10平均含水量（%8.007.928.107.947.818.15干质量密度（g/cm3）2.012.022.062.052.052.03最大干密度（g/cm3）2.152.152.222.182.202.15压实度（%93.6894.0293.0594.0893.2094.45试验人:监理:
