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1、工地密度（灌砂法）试验工程名称:代表部位：施工单位:桩号及层次)00)0174J2541运81717灌砂前砂+容器重（g）(1)9000900090灌砂前后+容器重（g）(2)5423493049灌砂筒下部锥体内砂重（g）(3)7747747试坑灌入量砂的重量（g）(4)-2803329633量砂单位重（g/cm3）(5)1.411.411.试坑体积（cm3）(6)/1988233823试坑中挖出的湿料重（g）(7)4274497951试样湿密度（g/cm3）(8)(7) / 2.152.132.含 水 量W (%)盒号（#）(9)18529!.0盒重（g）(10)12.5410.929.98
2、10.649.88盒+湿料重（g）(11)56.1851.7551.2273.9174.75盒+干料重（g）(12)51.5747.4746.6767.0867.90水重（g）(13)(11)-(12)4.614.284.556.836.85干料重（g）(14)(12)-(10)39.0336.5536.6956.4458.02含水量（）(15)(13) / (14)11.811.712.412.111.811.812.312干密度(g/cm3)(16)(8) / 1+W1.92 1.921.901.901.94最大干密度（g/ cm3）(17)1.99 1.991.991.991.99压实度
3、（）(18)(佝 / (17)96.5 96.695.495.397.4技术负责人:校核人:编号：试表14施工单位：试验日期:年_月_日90(49(7733：1.423!512.100900090009000160145074546496512.5410.1847747747742537193680326111.411.411.41275826382610231310.6414.751757245559504272.172.132.183812.7514106211.9310.9214.759.9812.5410.1910.3310.1810.6468.3570.3051.9971.3247.1358.0477.304962.5264.0347.7364.7743.1652.9570.0510.199.885.836.274.266.553.975.097.2547.7754.0535.1954.5832.8342.7759.4151012.211.612.112.012.111.912.29.9810.33011.912.112.11.941.941.941.901.901.951.941.991.991.991.991.991.991.9997.497.397.495.495.597.897.7试验人:
