压实度94

挖坑灌砂法测定压实度试验记录表

施工单位:监理单位:试验单位试验规程取样桩号、位置距路床顶面(cm)要求压实度(%)灌入前试筒+砂总质量(g)灌入后试筒+砂总质量(g)灌砂筒锥体内砂质量(g)试洞内砂质量(g)试洞容积(cm3)试洞内土湿质量(g)材料湿密度(g/cm3)盒号盒质量(g)含盒+湿土质量(g)水盒+干土质量(g)量干土质量(g) 测水质量(g)定含水量(%)平均含水量(%)干密度(g/cm)压实度(%)评定计算3合同号：编 号：土样描述JTG E40-2007量砂密度(g/cm3)风化砂1.42最大干密度(g/cm)最佳含水量(%)32.037.6试验完成日期施工段落检测层次94950052077753518247752282.1194950052227753503246751062.0794950052977753428241450452.0994950052727753453243251062.1094950052027753523248152352.1194950053287753397239250242.1094950053107753415240550022.0894950051687753557250551852.072041611101031551120212852423.2430.9530.8232.7435.4335.4328.6429.7131.2132.7423.2425.0521.4631.2128.1230.9592.3287.5664.32105.91100.6869.73104.2199.0968.2799.4994.6661.92104.9599.9864.55111.86106.6671.2399.9094.9966.3597.6992.8363.12106.68101.4870.27103.9598.9266.1897.0991.8168.57100.0894.9169.8697.6692.4170.9597.2792.4961.28101.5196.3968.2799.3594.4663.514.767.45.237.55.127.54.837.84.977.75.207.34.917.44.867.75.207.45.037.65.287.75.177.45.257.44.787.85.127.54.897.77.51.9696.6审核：

7.71.9294.67.51.9495.67.61.9596.17.51.9696.67.61.9596.17.61.9395.17.61.9294.6试验 ： 试验监理工程师：