压实度自动生成表格（小灌砂筒）修改后.xls

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1、压压 实实 度度 检检 验验 报报 告告（灌灌砂砂法法）合 同 段2试验单位(公章)施工单位四川公路桥梁建设集团有限公司试表38编 号重庆锦程工程咨询有限公司工 程 名 称土方路基填料来源K11+检测桩号及层次试 验 规 程要求压实度93%试 验 日 期最大干密度1.94g/cm3最佳含水量11.4%标准砂密度1.43g/cm3试验桩号位置 锥砂重 g灌砂筒 灌砂筒试坑试坑内 湿密度含水量干密度 压实度 层厚距中+ + 余容积湿土重g/cm3盒号盒重盒+湿盒+干干土重水重 含水量平均含 水量%编号（m）砂重g砂重gcm3gg土重g土重ggg%g/cm3%cm1k53+右143622000452

2、311217230032.0536123.67634.58582.83 459.1651.7511.311.91.8394.319.5976750123.55535.35489.65 366.1045.7012.52k53+右143922000452811212228442.0449128.07587.43538.49 410.4248.9411.911.71.8394.318.39351041133.06633.56582.07 449.0151.4911.53k53+右143122000453311214232202.071866.01477.86435.66 369.6542.2011.

3、411.71.8595.420.099137131.20523.31481.48 350.2841.8311.94k53+左143922000459811163231162.073125.66627.41572.11 446.4555.3012.412.01.8595.419.596032559.16519.67471.82 412.6647.8511.65k53+左143222000451111229229822.051556.89557.33502.55 445.6654.7812.312.01.8394.317.9958112352.02601.26544.32 492.3056.941

4、1.66k53+左143422000455311198230622.065126.54554.99508.07 381.5346.9212.312.61.8394.318.596532126.74464.74425.99 299.2538.7512.97k53+左143622000451811221228422.0433123.76567.16521.55 397.7945.6111.511.41.8394.319.798751257.41597.40542.85 485.4454.5511.28k53+左143622000455011199228362.0437125.39557.21512

5、.75 387.3644.4611.511.81.8293.820.0978945121.64445.65410.60 288.9635.0512.19k53+右143522000457511182230172.0643135.54598.93548.13 412.5950.8012.312.41.8394.318.8951432128.60485.48445.86 317.2639.6212.510k53+右14402200045971116300.001953.91578.48524.31 470.4054.1711.511.90.000.018.49483957.56382.11346.

6、86 289.3035.2512.2承包人意见:监理意见:试验:复核：监理:试验工程师：请请您您输输入入已已知知参参数数最最大大干干容容重重g/cmg/cm3 3最最佳佳含含水水量量% %锥锥砂砂重重g g砂砂密密度度g/cmg/cm3 3要要求求压压实实度度% %1.9411.411.4142714271.431.4393930 0报报告告单单编编号号试试验验编编号号层层次次试试验验日日期期k53+ 930930 + +9989982009.10.8分分项项工工程程名名称称位位置置距距中中（m）要要求求层层厚厚（cm）土土方方路路基基20203 32020minmax请请您您注注意意复复核核

7、数数据据！压实度在Sheet1中459.1651.7511.279496 366.1045.6912.48 23003注：D1、E2为压实度取值范围，如K4为90即90区取值最小90.1,最大值92.9 410.4248.9311.922.294.5 449.0151.4911.47 22844369.6542.1911.41294.0 350.2841.8311.942 23220446.4555.3012.39295.5 412.6647.8511.601 23116445.6654.7912.29295.3 492.3056.9411.572 22982381.5346.9212.30194.2 299.2538.7512.951 23062397.7945.6111.47194.3 485.4454.5611.242 22842387.3644.4611.48194.2 288.9635.0512.132 22836412.5950.7912.31194.0 317.2639.6112.491 23017470.4054.1711.51194.3 289.3035.2512.182注：D1、E2为压实度取值范围，如K4为90即90区取值最小90.1,最大值92.9