压实度(自动计算表格)

合同段:3工程编号:施工路段：本表编号：施工单位：755K0+170二层二层击实最大干密度（g/cm）桩号及位置原砂质量余砂质量坑内砂质量标准砂密度试坑体积试坑土总质量盒质量盒+湿土质量盒+干土质量工地含水量测定水分质量干土质量含水量平均含水量土湿密度土干密度压实度试验:

2.016桩号高程层位gggg/cmcm3gggggg%%g/cmg/cm%计算：

333锥部耗砂（g）：K0+050二层 压实度标准(%)：K0+230二层95K0+318二层二层K0+110K0+2658980380943061.390309764277.828.627.90.720.13.43.22.0752.01096.08.027.827.20.619.23.19.126.926.20.717.14.38980381344241.390318366617.827.726.90.819.13.94.12.0932.01096.0复核:

7.828.127.30.819.54.18980396941461.390298361679.129.428.41.019.35.14.62.0681.97794.47.826.225.50.717.74.28980410240131.390288760068.030.429.60.821.63.74.02.0812.00195.6监理：

7.827.326.60.718.83.68980369144241.390318366729.128.728.10.619.03.23.42.0962.02796.8日期:

8.026.225.50.717.53.78980378343321.390311764577.830.829.90.922.14.03.82.0721.99595.3