路基压实度电子计算表格

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)67.572.370.967.169.572.473.270.471.469.072.275.371.572.269.572.369.569.467.468.5水重(g)(4)=(2)-(3)92.675.071.682.990.795.994.576.884.774.3100.195.772.695.999.182.686.775.281.986.4干土重(g)(5)=(3)-(1)9.4781.0804.1952.16.4949.17.1745.4951.7874.3991.1929.0725.7978.6962.2786.3974.0844.7818.79.9试验编号试验日期含水率(%)(6)=(4)/(5)9.69.68.98.79.910.110.310.38.98.510.110.310.09.810.310.58.98.910.09.6TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.6备注第1层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土91441222115819211166173131875201124.5928.3946.61102.81076.61118.11084.82.61107.81017.61163.41100.0869.81146.71130.41.21130.29.3968.01054.81031.9853.3875.01019.9985.91022.2990.3815.81023.1943.31063.31004.3797.21050.81031.7858.61043.5914.1886.1968.4K49+728砾类土8.8K49+739砾类土10.0K49+750砾类土10.3K49+762砾类土8.7K49+772砾类土10.2K49+779砾类土9.9K49+790砾类土10.4K49+797砾类土8.9K49+811试验：

砾类土 计算：

9.8复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)71.572.269.571.367.467.172.472.373.269.472.269.072.375.370.969.570.469.567.572.3水重(g)(4)=(2)-(3)72.188.081.981.883.097.388.074.076.3.073.183.670.586.180.694.487.799.976.077.0干土重(g)(5)=(3)-(1)750.78.49.0919.0814.0973.4946.5779.4741.28.1812.38.6810.2946.4822.1983.1827.4960.5738.2733.3试验编号试验日期含水率(%)(6)=(4)/(5)9.69.88.58.910.210.09.39.510.310.39.09.48.79.19..610.610.410.310.5TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.7备注第2层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土617323512124157112131188229144.31058.61115.41072.19.41137.81106.9925.70.71022.5957.61042.2953.01107.73.61147.0985.51129.9881.7882.6822.2970.61033.5990.3881.41040.51018.9851.7814.4933.5884.5958.6882.51021.73.01052.67.81030.0805.7805.6K49+731砾类土8.7K49+738砾类土10.1K49+746砾类土9.4K49+752砾类土10.3K49+758砾类土9.2K49+766砾类土8.9K49+775砾类土9.7K49+782砾类土10.5K49+787试验：

砾类土 计算：

10.4复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)75.369.071.370.971.470.472.473.269.467.472.267.167.571.572.370.569.568.572.372.2水重(g)(4)=(2)-(3)97.080.377.572.794.281.770.178.882.391.084.487.569.478.671.271.188.280.177.986.1干土重(g)(5)=(3)-(1)951.1802.7880.9807.3961.7817.2787.5885.6914.59.2819.3849.8754.5873.3765.9798.38.4834.3828.4956.9试验编号试验日期含水率(%)(6)=(4)/(5)10.210.08..09.810.08.98.99.09.210.310.39.29.09.38.99.49.69.49.0TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)10.1备注第3层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土162234218115751712961410182013111123.4952.01029.7950.91127.3969.3930.01037.61066.21147.6975.91004.41.41023.4909.4940.41096.1982.9978.61115.21026.4871.7952.2878.21033.1887.6859.9958.83.91056.61.5916.9822.0944.8838.2869.31007.9902.00.71029.1K49+732砾类土8.9K49+745砾类土9.9K49+756砾类土8.9K49+763砾类土9.1K49+777砾类土10.3K49+788砾类土9.1K49+801砾类土9.1K49+814砾类土9.5K49+824试验：

砾类土 计算：

9.2复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)70.575.369.569.072.272.467.570.471.573.272.271.469.569.472.367.170.971.472.367.4水重(g)(4)=(2)-(3)84.1.678.270.181.169.492.8.5102.177.976.577.7100.879.287.679.375.983.173.387.5干土重(g)(5)=(3)-(1)824.86.0868.4778.7911.3745.72.6877.3990.9771.4814.3809.1988.0747.2932.4826.2790.7865.4796.4971.7试验编号试验日期含水率(%)(6)=(4)/(5)10.210.09.09.08.99.310.410.210.310.19.49.610.210.69.49.69.69.69.29.0TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)10.1备注第4层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土10162221719861511211871312419145979.41060.91016.1917.810.6887.51052.91037.211.5922.5963.0958.21158.35.81092.3972.6937.51019.9942.01126.65.3971.3937.9847.7983.5818.1960.1947.71062.4844.6886.5880.51057.5816.61004.73.3861.6936.8868.71039.1K49+732砾类土9.0K49+741砾类土9.1K49+747砾类土10.3K49+758砾类土10.2K49+771砾类土9.5K49+784砾类土10.4K49+797砾类土9.5K49+802砾类土9.6K49+811试验：

砾类土 计算：

9.1复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)72.269.569.471.469.071.371.467.170.571.573.269.572.270.470.972.375.367.567.472.3水重(g)(4)=(2)-(3)93.286.698.691.1.772.086.2.677.3103.474.678.974.971.578.371.168.783.076.4.2干土重(g)(5)=(3)-(1)950.7865.6947.6859.7944.5758.0886.29.1750.65.9867.6939.0814.0793.9910.3807.5799.2943.6803.01.5试验编号试验日期含水率(%)(6)=(4)/(5)9.810.010.410.69.59.59..610.310.78.68.49.29.08.68.88.68..59.9TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.9备注第5层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土111872122319121061531784131695141116.11021.71115.61022.21103.2901.31044.41123.88.61140.81015.41087.4961.1935.81059.5950.9943.21094.1947.61063.01022.9935.11017.0931.11013.5829.3957.61031.2821.31037.4940.81008.5886.28.3981.2879.8874.51011.1871.2973.8K49+732砾类土10.5K49+741砾类土9.5K49+753砾类土9.7K49+762砾类土10.5K49+774砾类土8.5K49+784砾类土9.1K49+791砾类土8.7K49+799砾类土8.7K49+806试验：

砾类土 计算：

9.7复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)71.467.573.271.372.472.269.570.472.375.369.470.969.567.169.069.567.471.471.572.3水重(g)(4)=(2)-(3)85.573.491.273.765.783.072.372.8100.585.387.888.291.173.670.074.194.193.378.373.0干土重(g)(5)=(3)-(1)939.3825.0920.9760.0782.3943.7831.1818.2938.9828.0844.4881.79.1774.7745.0755.22.87.2851.5776.8试验编号试验日期含水率(%)(6)=(4)/(5)9.18.99.99.78.48.88.78.910.710.310.410.09.39.59.49.810.210.49.29.4TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.0备注第6层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土19915231111881416743122185216131096.2965.91085.3905.0920.41098.9972.9961.41111.7988.61001.61040.91139.7915.4884.09.41084.31061.91001.3922.11010.72.5994.1831.3854.71015.9900.6888.61011.2903.3913.52.71048.6841.8814.0825.3990.2968.6923.0849.1K49+726砾类土9.8K49+738砾类土8.6K49+744砾类土8.8K49+752砾类土10.5K49+7砾类土10.2K49+778砾类土9.4K49+791砾类土9.6K49+799砾类土10.3K49+805试验：

砾类土 计算：

9.3复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)71.573.269.472.271.372.472.369.567.475.367.567.169.069.572.369.571.470.470.972.2水重(g)(4)=(2)-(3)74.982.380.9.090.885.378.675.265.484.677.484.084.185.586.269.276.283.290.686.3干土重(g)(5)=(3)-(1)823.6904.2851.3956.5926.7870.1786.1767.3742.9984.1744.5839.7858.3909.1979.5769.1886.5967.7888.1814.6试验编号试验日期含水率(%)(6)=(4)/(5)9.19.19.59.39..810.09.88.88.610.410.09..48..08.68.610.210.6TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.1备注第7层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土6157112311422516912218133198417970.01059.71001.61117.71088.81027.37.0912.0875.71144.08.4990.81011.410.11138.0907.81034.11121.31049.6973.15.1977.4920.71028.7998.0942.5858.4836.8810.31059.4812.0906.27.3978.61051.8838.6957.91038.1959.0886.8K49+734砾类土9.4K49+745砾类土9.8K49+756砾类土9.9K49+768砾类土8.7K49+773砾类土10.2K49+782砾类土9.6K49+7砾类土8.9K49+803砾类土8.6K49+810试验：

砾类土 计算：

10.4复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)72.275.371.571.373.272.471.467.167.567.472.269.472.369.572.369.070.471.470.969.5水重(g)(4)=(2)-(3)75.185.378.582.181.881.073.197.099.086.584.072.586.588.476.679.178.672.177.2.6干土重(g)(5)=(3)-(1)853.1969.3881.9944.2826.3786.6738.79.3961.1839.9903.3747.3874.1875.2833.1860.0844.7759.1793.6926.2试验编号试验日期含水率(%)(6)=(4)/(5)8.88.88.98.79.910.39.99.910.310.39.39.79.910.19.29.29.39.59.810.0TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)8.8备注第8层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土111662315121129517714181328194221000.41129.91031.91097.6981.3940.0883.31143.41127.6993.81059.58.21032.91033.1982.01008.1993.7902.6942.31088.3925.31044.6953.41015.59.5859.0810.21046.41028.6907.3975.5816.7946.4944.7905.4929.0915.1830.58.5995.7K49+727砾类土8.8K49+740砾类土10.1K49+752砾类土9.9K49+761砾类土10.3K49+775砾类土9.5K49+786砾类土10.0K49+792砾类土9.2K49+803砾类土9.4K49+809试验：

砾类土 计算：

9.9复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)69.471.471.470.471.569.572.469.572.370.973.267.567.467.169.072.375.369.572.272.2水重(g)(4)=(2)-(3)103.378.5101.783.270.0.980.479.367.265.583.979.574.393.484.479.261.883.793.674.9干土重(g)(5)=(3)-(1)984.0776.9959.8799.8737.3907.6934.01.7754.6770.5921.63.3765.24.4948.7931.3745.1961.5985.5756.1试验编号试验日期含水率(%)(6)=(4)/(5)10.510.110.610.49.59.98.68.88.98.59.18.99.710.18.98.58.38.79.59.9TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)10.3备注第9层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土71921862211813415951222416317111156.7926.81132.9953.4878.81067.01087.61050.54.1906.91078.71040.3907.51084.91102.11082.8882.21114.71151.3903.21053.4848.31031.2870.2808.77.11007.2971.2826.9841.4994.60.8833.2991.51017.71003.6820.41031.01057.7828.3K49+726砾类土10.5K49+737砾类土9.7K49+742砾类土8.7K49+754砾类土8.7K49+759砾类土9.0K49+769砾类土9.9K49+778砾类土8.7K49+787砾类土8.5K49+799试验：

砾类土 计算：

9.7复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)72.372.369.067.569.570.472.473.270.571.469.475.370.972.272.271.467.469.571.567.1水重(g)(4)=(2)-(3)95.479.576.777.976.681.571.888.494.1.273.681.285.867.387.369.770.177.868.0.3干土重(g)(5)=(3)-(1)963.3819.4862.3875.6758.2806.6806.7971.5980.4929.6836.3967.2997.6748.3949.1741.3805.5937.2731.82.0试验编号试验日期含水率(%)(6)=(4)/(5)9.99.78.98.910.110.18.99.19.69.68.88.48.69.09.29.48.78.39.49.2TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.8备注第10层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土1314292281151021711711195186121131.0971.21008.01021.0904.3958.5950.91133.11145.01090.2979.31123.71154.3887.81108.6882.4943.01084.5872.11139.41035.61.7931.3943.1827.7877.0879.11044.71050.91001.0905.71042.51068.5820.51021.3812.7872.91006.7803.31049.1K49+728砾类土8.9K49+738砾类土10.1K49+750砾类土9.0K49+763砾类土9.6K49+774砾类土8.6K49+785砾类土8.8K49+791砾类土9.3K49+797砾类土8.5K49+805试验：

砾类土 计算：

9.3复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)71.572.272.269.067.472.369.567.575.369.567.170.972.369.569.471.472.371.470.473.2水重(g)(4)=(2)-(3)76.584.988.281.067.581.981.488.378.174.780.2.695.676.394.988.773.871.073.666.3干土重(g)(5)=(3)-(1)765.1816.4831.9779.1767.0909.9865.5939.1831.1794.5862.7963.2955.8748.0921.5828.7848.5797.5845.8744.5试验编号试验日期含水率(%)(6)=(4)/(5)10.010.410.610.48..09.49.49.49.49.39.310.010.210.310.78.78.98.78.9TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)10.2备注第11层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土61117251322916312414187212419815913.1973.5992.3929.1901.910.11016.41094.9984.5938.71010.01123.71123.73.81085.88.94.6939.99.8884.0836.6888.6904.1848.1834.4982.2935.01006.6906.48.0929.81034.11028.1817.5990.9900.1920.8868.9916.2817.7K49+734砾类土10.5K49+741砾类土8.9K49+746砾类土9.4K49+754砾类土9.4K49+766砾类土9.3K49+775砾类土10.1K49+787砾类土10.5K49+801砾类土8.8K49+809试验：

砾类土 计算：

8.8复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)72.371.470.471.470.969.573.272.369.469.067.469.567.572.467.171.369.572.271.572.2水重(g)(4)=(2)-(3)90.881.686.484.371.266.293.290.568.767.769.869.583.679.173.580.680.775.675.0.1干土重(g)(5)=(3)-(1)907.8816.3970.6968.4791.1752.5991.62.9781.2806.5734.6747.2918.2850.8844.3947.8790.8727.17.7900.9试验编号试验日期含水率(%)(6)=(4)/(5)10.010.08.98.79.08..49.48.88.49.59.39.19.38.78.510.210.49.610.0TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)10.0备注第12层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土142181942215137251112233176111070.9969.31127.41124.1933.2888.21158.21125.7919.3943.2871.8886.21069.31002.3984.91099.7941.0874.9937.01063.2980.1887.71041.01039.8862.0822.01065.01035.2850.6875.5802.0816.7985.7923.2911.41019.1860.3799.3861.2973.1K49+729砾类土8.8K49+741砾类土8.9K49+754砾类土9.4K49+767砾类土8.6K49+776砾类土9.4K49+788砾类土9.2K49+795砾类土8.6K49+806砾类土10.3K49+812试验：

砾类土 计算：

9.8复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)70.472.271.475.372.372.367.572.471.567.173.270.970.569.569.569.072.367.472.271.4水重(g)(4)=(2)-(3)74.484.979.170.683.385.574.268.785.484.484.080.369.576.376.694.5.994.073.688.2干土重(g)(5)=(3)-(1)799.5912.8869.4811.6867.9872.97.7730.8862.9819.8792.9786.9747.4820.1743.9902.6958.7904.1735.9882.1试验编号试验日期含水率(%)(6)=(4)/(5)9.39.39.18.79.69..49.49.910.310.610.29.39.310.310.510.010.410.010.0TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.3备注第13层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土81721162413916121541031821451119944.31069.91019.9957.51023.51030.7931.4871.91019.71.3950.1938.1887.4965.90.01066.41126.91065.5881.71041.7869.9985.0940.8886.9940.2945.2857.2803.2934.4886.9866.1857.8817.98.6813.4971.61031.0971.5808.1953.5K49+733砾类土8.9K49+745砾类土9.7K49+755砾类土9.4K49+768砾类土10.1K49+773砾类土10.4K49+785砾类土9.3K49+791砾类土10.4K49+800砾类土10.2K49+814试验：

砾类土 计算：

10.0复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)67.572.369.569.571.472.470.472.370.972.273.269.072.269.467.167.470.575.371.471.5水重(g)(4)=(2)-(3)67.379.387.675.369.885.579.081.181.284.976.479.485.7.986.795.872.285.994.779.2干土重(g)(5)=(3)-(1)782.6921.7885.3792.5742.6929.1849.0854.1796.5816.4840.01.42.2728.9902.97.4821.0934.1937.5800.5试验编号试验日期含水率(%)(6)=(4)/(5)8.68.69.99.59.49.29.39.510.210.49.18.99.18.99.69.68..210.19.9TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)8.6备注第14层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土9143221918134111521771251016216917.41073.31042.4937.3883.81087.0998.41007.5948.6973.59.61040.21100.1863.21056.61160.6963.71095.31103.6951.2850.1994.0954.8862.0814.01001.5919.4926.4867.4888.6913.2960.81014.4798.3969.910.81.51009.41008.9872.0K49+732砾类土9.7K49+745砾类土9.3K49+756砾类土9.4K49+761砾类土10.3K49+770砾类土9.0K49+777砾类土9.0K49+784砾类土9.6K49+7砾类土9.0K49+803试验：

砾类土 计算：

10.0复核： 审核: 监理：

含 水 率 试 验 记 录

珠街至广南西林界广南过境线二级公路第二合同段

承包单位工程名称取样里程（里程桩号）K49+721四川省泸县第五建筑工程有限公司监理单位云南云岭高速公路工程咨询有限公司K49+719~+810左盒重(g)(1)71.567.572.267.469.572.369.572.475.370.467.170.570.972.369.569.071.472.269.473.2水重(g)(4)=(2)-(3)91.076.977.171.883.490.794.093.887.997.673.777.492.271.388.591.382.169.773.991.0干土重(g)(5)=(3)-(1)968.5784.9795.1755.6859.5934.79.3947.4837.3947.8828.08.3960.4727.9912.3922.1855.3758.0761.4938.6试验编号试验日期含水率(%)(6)=(4)/(5)9.49..79.59.79.79.59.910.510.38.98.79.69..79.99.69.29.79.7TJ(G2)-X-FH.Z-YSD-22010/4/28平均含水率(%)(7)9.6备注第15层砌筑防护工程(墙背回填）施工里程盒+湿土重盒+干土重(g)土样(g)盒号类别(2)(3)砾类土69175313221168121041418221117151131.0929.3944.44.81012.41097.71152.81113.61000.51115.68.81037.21123.5871.51070.31082.41008..9904.71102.81040.0852.4867.3823.0929.01007.01058.81019.12.61018.25.1959.81031.3800.2981.91.1926.7830.2830.81011.8K49+734砾类土9.6K49+740砾类土9.7K49+746砾类土9.7K49+752砾类土10.4K49+761砾类土8.8K49+768砾类土9.7K49+775砾类土9.8K49+786砾类土9.4K49+793试验：

砾类土 计算：

9.7复核： 审核: 监理：