压实度检测记录表(灌水法).doc

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1、Lxd山东龙信达咨询监理有限公司压实度检测记录表（灌水法）工程名称：山东省蓬莱市邱山水库除险加固工程施工3标段施工单位：山东大禹工程建设有限公司试验编号桩号湿密度检测含水率检测干密度(g/cm3)最大干密度(g/cm3)相对密度(%)湿砂重(g)灌水前容器+水质量(g)灌水后容器+水质量(g)试坑体积(cm3)湿密度(g/cm3)盒号盒重(g)盒+湿砂重(g)湿砂重(g)盒+干砂重(g0干砂重(g)含水量(g)含水率(%)10+046-0+1503867.3160891412019691.961

2、30.2271.341.167.937.73.48.91.801.9781.7230.7675.144.371.340.53.89.323772.9158191384919701.91329.8772.442.568.939.03.58.91.761.9776.8431.2569.938.666.835.53.18.733792.0161401417319671.93528.9974.345.370.541.53.89.11.771.9778.1631.6272.340.769.137.53.2

3、8.640+150-0+2503958.5160841411619682.01730.3473.943.670.239.93.79.21.841.9786.3830.1469.339.266.035.93.39.353881.7159211395219691.97930.3474.043.770.340.03.79.21.811.9782.81029.6270.340.767.137.53.28.563801.3161571418719701.931129.1769.139.965.836.63

4、.38.91.771.9778.11229.4873.644.169.940.43.79.170+250-0+3503842.7161171414619711.951329.6074.745.171.141.53.68.71.791.9780.51430.6673.743.070.139.43.69.183945.0159321396019722.001529.0574.245.170.341.23.99.41.831.9785.21629.1069.740.666.337.23.49.2938

5、32.1158591388619731.941728.8667.438.564.335.43.18.81.781.9779.31830.4270.239.866.836.43.49.3监理工程师：年月日Lxd山东龙信达咨询监理有限公司压实度检测记录表（灌水法）工程名称：山东省蓬莱市邱山水库除险加固工程施工3标段施工单位：山东大禹工程建设有限公司试验编号桩号湿密度检测含水率检测干密度(g/cm3)最大干密度(g/cm3)相对密度(%)湿砂重(g)灌水前容器+水质量(g)灌水后容器+水质量(g)试坑

6、体积(cm3)湿密度(g/cm3)盒号盒重(g)盒+湿砂重(g)湿砂重(g)盒+干砂重(g0干砂重(g)含水量(g)含水率(%)10+350-0+4503792.7160371406219751.92130.2275.245.071.441.23.89.21.761.9776.8230.7670.339.567.036.23.3924004.6160801411219682.03329.8775.545.671.841.93.78.91.871.9789.6431.2572.341.069.03

7、7.73.38.733881.7158901392119691.97528.9970.541.567.038.03.59.11.811.9782.8631.6274.342.770.939.33.48.640+450-0+5503851.7161181414619721.95730.3473.743.470.039.73.79.21.791.9780.5830.1474.944.871.241.13.78.953911.0160661409319731.98930.3472.842.569.33

8、9.03.58.91.821.9784.01029.6271.942.368.438.83.58.963793.7161681419819701.931129.1771.442.267.738.53.79.51.761.9776.81229.4873.343.869.640.13.79.270+550-0+5953942.8160191404819712.001329.6069.039.465.936.33.18.51.841.9786.31430.6668.838.165.735.03.18.