土工试验表格(EXCEL-自动计算)

编号：C—3—2—J02-0039施工单位合同号02监理单位试样名称试验规程JTJ051-93试样来源试验日期2007.11.1试验人审核人累计筛余（％）筛孔尺寸（mm）累计筛余（％）20.014.20.520.80.2542.30.07473.10.074100.028.3塑性指数9.311.0最大干密度(g/cm3)1.89土壤定名结论K3+600挖方段筛分筛孔尺寸（mm）土壤试验分析报告土1052液限604020负责人：日期：监理工程师：日期：最佳含水量(％)对应于％压实度的ＣＢＲ（l=2.5mm）为％对应于％压实度的ＣＢＲ（l=2.5mm）为％粘土质砂施工单位监理单位试样名称试样来源试验人筛前总土质量=1000g小于2mm土取试样质量=500g小于2mm土质量=1000g100%通过该通过该通过该孔径的孔土质孔径土土质量量百分质量百（g）比（%）分比（%）0.0500.0100.0100.0600100010020.8479.295.895.84090.3909.791.0104.0396.079.279.220231.5768.576.9211.6288.457.757.710351.8648.264.8365.4134.626.926.95451.5548.554.9500.00002591.5408.540.9结论020土试验规程JTJ051-93颗粒分析试验记录（筛分法）编号：C-3-1-J02-00390合同号小于2mm土占试样总质量的粗筛分析细筛分析K3+600挖方段试验日期2007.11.1审核人0.0740.074筛孔尺寸（mm）累积留筛土质量（g）210.50.25负责人：日期：监理工程师：日期：筛孔尺寸（mm）累积留筛土质量（g）通过该孔径的土质量（g）占总土质量百分比（%）施工单位监理单位试样名称试样来源试验人桩号或部位盒号1418盒+湿土质量（g）188.91185.54盒+干土质量（g）178.19174.15盒质量（g）17.9018.20水份质量（g）10.7211.39干土质量（g）167.47162.75含水量（%）6.47.00.3平均含水量（%）020土试验规程JTJ051-93含水量试验编号：C—1—J02-00390合同号K3+600挖方段K3+600挖方段试验日期2007.11.1审核人6.7结论负责人：日期：监理工程师：日期：编号：C-6-施工单位监理单位样品名称样品来源试验人0%242624325291049358.6859.5454.6753.0757.1659.2267.8762.5858.4858.7856.0757.1151.6149.8353.2155.0362.3457.1652.7553.3220.1020.5020.1016.5017.0017.3021.1016.7016.6016.502.612.433.063.243.954.195.535.425.735.4635.9736.6131.5133.3336.2137.7341.2440.4636.1536.827.26.69.79.710.911.113.413.415.814.8击实试验记录表0土试验规程JTJ051-93J02-00390合同号022177K3+600挖方段试验日期2007.11.1审核人5mm颗粒含量预加含水量(%)6.08.010.012.014.0击实方法重型II法筒容积:87228675筒号筒质量(g)415541554155筒+湿土质量(g)8346857487222.032.1041554155湿土质量(g)41914419456745674520盒+干土质量(g)盒质量(g)水份质量(g)干土质量(g)2.102.08盒号盒+湿土质量(g)湿密度(g/cm3)1.931.891.851.80含水量(%)平均含水量（%）6.99.7最大干密度(g/cm3)1.89最佳含水量(%)11.011.013.415.3干密度(g/cm3)1.801.85击实曲线图结论负责人：日期：监理工程师：日期：1.891.7801.8001.8201.8401.8601.8801.9000.05.010.015.020.0干密度含水量w,%含水量与干密度的关系曲线编号:C-4-J02-0039h1h21/2（h1+h2）盒号22263482盒+湿土质量(g)#REF!#REF!#REF!#REF!#REF!#REF!盒+干土质量(g)#REF!#REF!#REF!#REF!#REF!#REF!盒质量(g)#REF!#REF!#REF!#REF!#REF!#REF!水分质量(g)3.003.233.183.765.233.71干土质量(g)19.2119.9714.0817.2618.7413.28含水量(%)15.616.222.621.827.927.9平均含水量(%)JTJ051-93土的界限含水量试验(液塑限联合测定)施工单位合同号02样品来源K3+600挖方段试验日期2007.11.1监理单位样品名称土试验规程123试验人审核人20.0液限W1=4.710.120.24.910.319.828.3塑限W2=19.015.922.227.9塑性指数IP=结论入土深度(mm)含水量(%)负责人:日期:监理工程师:日期:9.34.810.2试验项目试验次数1.010.0100.01.0100.0锥入深度mm含水量%编号：C—3—1—J02-0039施工单位监理单位试样名称试样来源试验人筛前总土质量=1000g小于2mm土取试样质量=500g小于2mm土质量=1000g100%通过该通过该通过该孔径的孔土质孔径土土质量量百分质量百（g）比（%）分比（%）6010001000.0500.0100.0100.040100010014.0486.097.297.220100010063.0437.087.487.410100010095.4404.680.980.951000100353.5146.529.329.321000100497.5000土试验规程JTJ051-93颗粒分析试验记录（筛分法）合同号02小于2mm土占试样总质量的粗筛分析细筛分析2K3+600挖方段试验日期2007.11.1审核人负责人：日期：10.50.250.074监理工程师：日期：筛孔尺寸（mm）结论累积留筛土质量（g）累积留筛土质量（g）通过该孔径的土质量（g）占总土质量百分比（%）筛孔尺寸（mm）0.0740102030405060708090100累计筛余百分率%筛孔mm累计曲线246810Fs平均值9.04111.711.711.711.711.7179.07211.511.511.511.511.515自由膨胀率试验记录编号:C-3-1---施工单位0合同号=报告!E3监理单位0样品名称土试验规程JTJ051-93试验人审核人样品来源K3+600挖方段试验日期2007.11.123不同时间(h)体积读数(cm3)自由膨胀率(%)负责人：日期:监理工程师：日期:结论4干土质量(g)量筒编号16土样编号1施工单位：监理单位：2最佳含水量（%）：编号：C-2-1-□□□-□□□□环刀号环刀容积（cm3）环刀重量（g）土+环刀重（g）土重（g）湿容重（g/cm3）盒号52726171822盒+湿土重（g）64.4360.7768.7864.7266.8364.26盒+干土重（g）64.2360.6068.5464.5066.7864.21水重（g）0.190.180.240.220.050.05盒重（g）1616.420.521.118.217.5干土重（g）48.2344.2048.0443.4048.5846.71含水量（%）0.40.40.50.50.10.1平均含水量（%）干容重（g/cm3）压实度（%）试验：记录（计算）：复核：距路基顶面：最大干容重(g/cm3)：检测范围：检查日期：试验规程：JTJ051-93压实度检测记录表（环刀法）0合同号：0土场位置：756197.05198.41202.141721721725365415461.841.851.853653693751.851.861.85监理工程师：日期：结论92.192.592.6负责人：日期：0.40.50.1桩号层位置项目请勿修改请勿修改请勿修改请勿修改环刀号容积质量1198.77170.207197.05171.902199.38144.405198.41171.803199.21167.506202.14171.804197.80190.1025203.83206.305198.41171.806202.14171.806202.14171.803199.21167.507197.05171.9022201.90171.708199.82174.001198.77170.209198.75227.7023201.41206.7010198.16175.0012206.39168.5011199.22168.509198.75227.7012206.39168.5015205.37170.4013204.32169.9020205.02168.5014201.64179.2010198.16175.0015205.37170.4026200.28167.2016202.39166.2013204.32169.9017199.41168.203199.21167.5018207.40201.4017199.41168.2019202.65187.202199.38144.4020205.02168.5025203.83206.3021204.58169.1019202.65187.2022201.90171.701198.77170.2023201.41206.7013204.32169.9024204.69172.9020205.02168.5025203.83206.307197.05171.9026200.28167.203199.21167.5027204.26169.403199.21167.50请勿修改请勿修改请勿修改请勿修改请勿修改请勿修改请勿修改请勿修改请勿修改请勿修改施工单位:监理单位：要求K值∶93区第五层m1.91检测范围：9.6锥体砂重：(g)1.4灌前筒+砂重（g）灌后筒+砂重（g）坑内砂重（g）试坑体积（cm3)坑内土重（g）湿容重（g/cm3）盒号14182426243盒+湿土重（g）57.9068.7666.6981.6665.8663.69盒+干土重（g）54.4064.1662.6576.3561.9759.60水重（g）3.504.604.045.313.894.09盒重（g）17.918.220.120.520.116.5干土重（g）36.5045.9642.5555.8541.8743.10含水量（%）9.610.09.59.59.39.5平均含水量（%）干容重（g/cm3）压实度（%）试验：记录（计算）：复核：压实度检测记录表（灌砂法）编号：C-2-1-S01-合同号：01最佳含水量（%）：736砂单位重(g/cm3)：试验规程：JTJ051-93距路基顶面高差∶检查日期：最大干容重(g/cm3)：K8+150左K8+170左K8+190左9000900090004723484549253541341933392529244223854971492047751.972.012.009.89.59.4负责人：日期：监理工程师：日期：结论1.791.841.8393.796.395.8桩号、位置项目23457950.0050.0050.0050.0050.0050.00151.85156.69153.56153.05152.07152.16141.82146.35143.74142.91142.31142.2310.0410.349.8110.149.769.9391.8