施工单位：湖北鼎新建设集团有限公司天气：晴
2012.09.18检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：1.8 检测范围：AK0+220～AK0+307.591
项 桩号目 位置 AK0+231右3mAK0+241右4.1mAK0+295右2.7mAK0+249右1.5mAK0+257右3.8mAK0+253右试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号5108.5410000.005816.533494.472532.234713.9810000.005943.043367.962440.554740.7310000.005972.033338.972419.554709.0910000.006048.753262.252363.954868.6510000.005859.383451.622501.175196.410000.05667.03643.92640.562.02378311.932751.9633341.9929141.954221.97盒+湿料重428.13678.62706.9763.62740.05632.55442.1395.19724.38617.88549.71（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35125.92127.83122.58127.49123.79124.26128.26125.25124.85126.86120.15367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.114.599.359.5111.8212.2113.0013.4910.0210.3512.1812.291.7593.22含水量(%)14.26平均含水量干容重3（g/cm）压实度（%）结论14.431.7693.789.431.7793.8912.011.7593.0413.241.7693.5710.181.7793.97试验： 记录（计算）： 复核 ：
压实度检验记录表（灌沙法）
施工单位：湖北鼎新建设集团有限公司天气：晴
2012.09.20检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：1.5
AK0+220～AK0+307.591检测范围：
项 桩号目 位置 AK0+251右2m第一层（93区顶）5035.3510000.005758.543552.462574.25AK0+298右1.9mAK0+283右1.9mAK0+254右4.8m第一层（93区顶）4700.5210000.005975.643335.362416.93AK0+233右2m第一层（93区顶）4871.6210000.005950.593360.412435.08AK0+297右第一层（9顶）5000.210000.05810.13500.82536.84第一层（93区顶）4921.9010000.005745.853565.152583.44第一层（93区顶）4801.7810000.005904.743406.262468.31试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号1.963449471.9417181.9144451.9516422.0019121.97盒+湿料重630.01594.32491.71643.88475.39530.29740.73407.11453.73577.19680.18（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35128.26121.54125.95129.4124.64125.69125.36124.04129.56121.64127.78367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.111.039.9610.328.819.0910.1910.6913.3913.8412.7212.731.7593.00含水量(%)10.94平均含水量干容重3（g/cm）压实度（%）结论10.981.7693.7510.141.7793.928.951.7593.0210.441.7693.7013.611.7693.66试验： 记录（计算）： 复核 ：
压实度检验记录表（灌沙法）
施工单位：湖北鼎新建设集团有限公司天气：晴
2012.09.26检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：1.2
AK0+220～AK0+307.591检测范围：
项 桩号AK0+297右2.8mAK0+269右3.9mAK0+276右1.8mAK0+284右2.4mAK0+289右4.9mAK0+296右目 位置 第二层（94区）第二层（94区）第二层（94区）第二层（94区）第二层（94区）第二层（94试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号4717.5410000.006018.833292.172385.634827.1210000.005869.943441.062493.534965.0010000.005876.513434.492488.765194.9310000.005793.003518.002549.285192.7710000.005791.623519.382550.284857.610000.06022.33288.72383.111.981814251.947501.9947322.0436102.0434172.04盒+湿料重658.87559.61475.87418.35544.5522.11674.96384.16454.46630.99419.58（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35124.64124.85120.9126.37121.3125.95127.65124.04121.2128.26129.4367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.111.569.189.5712.1812.2914.0314.1814.3814.8014.5314.721.7894.51含水量(%)11.20平均含水量干容重3（g/cm）压实度（%）结论11.381.7894.449.381.7794.1412.241.7894.5514.111.7994.9914.591.7894.52试验： 记录（计算）： 复核 ：
压实度检验记录表（灌沙法）
施工单位：湖北鼎新建设集团有限公司天气：晴
2012.09.28检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：1.0
AK0+220～AK0+307.591检测范围：
项 桩号AK0+241右2.7mAK0+293右3.6mAK0+234右1.4mAK0+236右4.2mAK0+273右1.7mAK0+246右目 位置 第三层（94区）第三层（94区）第三层（94区）第三层（94区）第三层（94区）第三层（94试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号4644.9510000.006022.893288.112382.695115.4210000.005749.813561.192580.574611.5910000.006105.443205.562322.875077.1410000.005749.653561.352580.694928.7810000.005804.293506.712541.104996.110000.05768.33542.62567.121.95452051.9825151.9948171.9746411.9440491.95盒+湿料重642.88417.99634.22633.74503.8677.74687.87380.13537.31667.52503.73（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）含水量(%)平均含水量干容重3（g/cm）压实度（%）结论44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35125.36126.73123.79120.9128.47124.65129.4128.41126.88129.74121.54367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.19.719.8411.7511.9011.6511.9910.7911.219.189.549.629.641.7894.429.771.7894.4611.821.7794.2911.821.7894.4411.001.7794.279.361.7794.34试验： 记录（计算）： 复核 ：
压实度检验记录表（灌沙法）
施工单位：湖北鼎新建设集团有限公司天气：晴
2012.09.30检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：0.8
AK0+220～AK0+307.591检测范围：
项 桩号目 位置 AK0+248右3.4mAK0+248右4.8mAK0+272右4.1mAK0+230右4.1mAK0+240右4.2mAK0+239右第四层（94区顶）5070.3610000.005853.103457.902505.73第四层（94区顶）4872.5910000.005837.993473.012516.68第四层（94区顶）4923.6010000.005903.703407.302469.06第四层（94区顶）4874.7510000.005962.893348.112426.17第四层（94区顶）4680.6010000.006052.483258.522361.25第四层（9顶）4900.210000.05840.03470.92515.17试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号2.021732121.941141.9910392.0122151.986251.95盒+湿料重574.38750.97637.56655.28676.23601.72676396.15631.77671.87541.38（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35120.9129.4127.65127.78127.1124.85121.2126.72120.15128.47125.2367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.114.099.239.3212.1512.2813.1713.2811.0011.309.389.431.7894.70含水量(%)13.90平均含水量干容重3（g/cm）压实度（%）结论13.991.7894.429.281.7794.2412.221.7894.5213.221.7794.3911.151.7894.86试验： 记录（计算）： 复核 ：
压实度检验记录表（灌沙法）
施工单位：湖北鼎新建设集团有限公司天气：晴
2012.10.02检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：0.55
AK0+220～AK0+307.591检测范围：
项 桩号AK0+297右4.5mAK0+286右4.4mAK0+255右2.3mAK0+240右2mAK0+244右3.4mAK0+294右目 位置 第五层（96区）第五层（96区）第五层（96区）第五层（96区）第五层（96区）第五层（96试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号5045.5510000.005919.373391.632457.714700.3810000.006134.833176.172301.575164.0910000.005753.313557.692578.045048.1510000.005925.273385.732453.435011.2010000.005941.273369.732441.835058.510000.05795.43515.52547.522.052127262.0414462.001952.0618242.054011.99盒+湿料重583.72742.74712.84715.73709.5426.98615.18499.17629.57582.72671.88（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35129.8127.49125.47124.85128.41121.64123.79124.64129.57129.74127.1367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.112.8512.9313.1610.3910.5313.5414.0012.6512.888.928.981.8296.91含水量(%)12.75平均含水量干容重3（g/cm）压实度（%）结论12.801.8296.8113.041.8196.1010.461.8196.4613.771.8196.2012.771.8296.80试验： 记录（计算）： 复核 ：
压实度检验记录表（灌沙法）
施工单位：湖北鼎新建设集团有限公司天气：晴
2012.10.04检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：0.3
AK0+220～AK0+307.591检测范围：
项 桩号AK0+257右3mAK0+243右2.3mAK0+290右2.1mAK0+275右2.8mAK0+284右2mAK0+264右目 位置 第六层（96区）第六层（96区）第六层（96区）第六层（96区）第六层（96区）第六层（96试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号5175.0810000.005775.853535.152561.715186.7410000.005771.673539.332564.734656.1810000.006157.183153.822285.385011.3610000.005900.243410.762471.574777.0410000.006116.293194.712315.014968.110000.05872.03438.92491.982.023832102.0225452.0429462.031292.0647311.99盒+湿料重578.36477.66552.3535.19479.3486.27535.6567.5585.57562.45719.11（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35121.16127.65121.2120.9125.36125.25128.41127.78128.47125.95122.58367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.111.1211.0011.4712.3512.8011.4211.9014.0414.129.9010.101.8196.32含水量(%)10.93平均含水量干容重3（g/cm）压实度（%）结论11.021.8296.7911.231.8296.7112.571.8196.2711.661.8296.5914.081.8196.21试验： 记录（计算）： 复核 ：
压实度检验记录表（灌沙法）
施工单位：湖北鼎新建设集团有限公司天气：晴
2012.10.06检测日期：
合同号：锥体砂重：689g
最大干密度(g/cm3)：1.88 最佳含水量(%)：8.1砂单位重(g/cm3)：1.38 编号：C-42-□□□□－□□
距设计路床顶面标高（米）：0
AK0+220～AK0+307.591检测范围：
项 桩号AK0+248右2.5m目 位置 AK0+247右4.8mAK0+248右3.4mAK0+283右2.7m第七层（96区顶）4678.9210000.006134.333176.672301.93AK0+239右3m第七层（96区顶）5041.5610000.005917.013393.992459.41AK0+299右第七层（9顶）4744.910000.06154.03156.92287.66第七层（96区顶）4863.3410000.006007.153303.852394.09第七层（96区顶）5117.5710000.005780.273530.732558.50第七层（96区顶）4734.3410000.006164.183146.822280.30试样总重（g）灌前（筒+砂）重（g）灌后（筒+砂）重（g）坑体砂重（g）坑体体积（cm3）湿容重（g/cm3）盒号2.03214372.0041132.0815242.031292.0545182.07盒+湿料重706.27733.58762.96693.75492.9678.69717.96735.31735.03424.37623.37（g）盒+干料重497.51584.97540.02440.98527.25474.92497.51584.97540.02440.98527.25（g）水重（g）34.79盒重干料重（g）44.2356.1844.2247.3539.9134.7944.2356.1844.2247.35129.8125.13126.37126.88125.7128.47129.57127.78128.47125.36124.64367.71459.27412.19319.78407.1350.66367.71459.27412.19319.78407.111.9510.2310.7213.9414.0212.0212.3112.7112.9813.7213.801.8296.95含水量(%)11.72平均含水量干容重3（g/cm）压实度（%）结论11.831.8296.6210.471.8196.3113.981.8296.8912.171.8196.3912.851.8296.62试验： 记录（计算）： 复核 ：
.88
8 －□□□□253右4.4m196.43000.00667.03643.9740.561.9737515.25474.9239.91125.92350.6612.4012.291.7593.22.88
8 －□□□□+297右4m层（93区顶）000.29000.00810.15500.8536.841.9734704.68474.9239.91128.26350.6612.7412.731.7593.00.88
8 －□□□□296右3.5m层（94区）857.61000.00022.30288.7083.112.0418488.06474.9239.91124.64350.6614.9014.721.7894.51.88
8 －□□□□246右5.1m层（94区）996.17000.00768.37542.6367.121.9545744.22474.9239.91125.36350.669.679.641.7894.42.88
8 －□□□□239右4.6m层（94区顶）900.26000.00840.06470.9415.171.9517434.96474.9239.91129.4350.669.489.431.7894.70.88
8 －□□□□294右2.4m层（96区）058.51000.00795.42515.5847.521.9921645.36474.9239.91129.8350.669.058.981.8296.91.88
8 －□□□□264右1.3m层（96区）968.17000.00872.07438.9391.981.9938399.12474.9239.91121.16350.6610.3010.101.8196.32.88
8 －□□□□299右1.6m层（96区顶）744.93000.00154.03156.9787.662.0721594.6474.9239.91129.8350.6613.8813.801.8296.95
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