灌砂法测定压实度试验记录表
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试表1-1任务单号试验日期试验规程评定标准/试验环境试验设备常温检测电子天平 电子称 灌砂筒 JTG E60-2008 JTG F80/1-2004试验人员复核人员施工单位现场桩号设计灰剂量:压实度标准:5%最大干密度:工程部位试样描述1.76g/cm3路基5%石灰土最佳含水量:结构层次: NO.5右左右16.8%93%极值要求: / %石灰剂量测定方法： EDTA取样桩号灰剂量试验盒号K14+655左K14+655右左量砂的单位重灌入试洞前桶内砂质量灌砂入试洞后桶内剩余砂质量灌砂桶下部圆锥体内及基板和地面粗糙表面间砂的合计质量填满试洞所需砂质量，试洞上放板时：mb=m1-m4-(m5-m6)不放板时：mb=m1-m4'-m2土或稳定土湿质量土或稳定土湿密度土或稳定土含水量土或稳定土干密度实测石灰剂量取用最大干密度压实度盒号ggggρs1.44900039808651.449000413001.44900042859151.449000415501.44900039959251.4490004240925m1m4、m4'm5-m6ggg/cm3%g/cm3%g/cm3%ρmbmwρw=mw*ρs/mbwρd=ρw/(1+0.01w)415558102.0120.41.67398056502.0420.81.69380053752.0421.01.69395555302.0121.01.608057852.0421.51.68383554102.0321.01.68dmaxdmax1.7694.9591281.7696.02121201.7696.0138211581.7694.3111.7695.51421111.7695.513160k=ρd/ρ盒+湿料重（g)含水量测定盒+干料重（g)盒重（g)水重（g)干料重（g)含水量（%）平均含水量（%）检测点数2结论：合格点数2小于极值点数/127.69145.79138.84129.32130.28132.65129.31123.45141.83128.85130.68126.04110.17126.02119.47112.13111.39113.84111.41105.69121.28110.19112.04108.25.9827.1926.5229.2322.7922.5226.0320.27.2721.5624.2825.9717.5219.7719.3717.1918.18.8117.9017.7620.5518.6618.17.1584.1998.8392.9582.9088.6091.3285.3884.8094.0188.6387.7682.9220.820.020.820.721.320.621.020.921.921.121.220.720.420.821.021.021.521.0合格率(%)100标准差/代表值(%)/变异系数(%)/属93区，实测2点压实度均大于93%。
