取土坑土的液塑限联合测定试验记录表

土的液塑限联合测定试验记录表工程名称：临海高等级公路滨海段建设工程项目号：LHBH-JL2编号：.。试表3-3任务单号试验环境温度：20℃；湿度51%试验日期2012.04.09试验设备土壤筛、液塑限联合测定仪、电子天平试验规程JTGE40-2007/T0118-2007试验人员评定标准JTGF10-2006复核人员试样名称土取样地点1#坑试样描述素土工程部位路基试验项目试验次数土样类型细粒土123入土深度（mm）h13.59.220.0h23.69.320.0（h1+h2）/23.69.220.0盒号364825盒质量（g）91.3694.0892.1692.4893.7094.00盒+湿土质量（g）141.73145.01162.36162.85170.11178.36盒+干土质量（g）136.24138.52148.58150.24149.97156.36盒+干土质量随机数水分质量（g）5.496.4913.7812.6120.1422.0082.75干土质量（g）44.8844.4456.4257.7656.2762.36含水量（%）12.214.624.421.835.835.3平均含水量（%）13.423.135.5液限（%）35.5塑限（%）12.6塑性指数22.9结论：WL平均=35.2、WP平均=12.6、IP平均=22.9，根据JTGE40-2007规范中3-7塑性图查得该土属低液限黏土注:沙土Ip不大于9.53.69.220.013.423.135.5Hp=WL/(0.524*WL-7.606)=3.4盒号盒重195.18293.7液限WL#NUM!391.36塑限WP#NUM!492.16塑性指数IP#NUM!594694.08795.41892.48994.261092.541192.331291.561391.411496.781592.21691.191790.531890.261990.552092.082190.842291.432394.262491.322594.122692.082793.752891.82997.313092.623195.4732933398.453494.843589.623691.083794.13892.773993.14091.354193.44292.534391.374491.264592.374692.034792.364893.294991.795091.765192.525291.725390.835495.875591.335692.015792.085891.85989.266092.156195.4762936398.456494.846595.466693.046791.756891.456991.267093.367191.867290.897391.127491.547593.117691.56777892.147992.838091.848191.558293.58393.198491.848591.998692.748799.418891.198995.329096.239191.279293.59392.579491.859590.879695.179790.299893.199991.3710091.8510191.7110294.1610392.4810492.5310591.2810690.1810790.7510890.6410991.4511092.0911193.4811291.3711389.3611491.5711591.3711691.7711792.811893.7411995.4812018.9612119.3412218.4612318.0512418.4912518.6712618.4612719.3812819.4612918.1913018.2413118.4613218.2813319.4613418.3513518.0513618.4513719.3413819.2813919.4614019.0514119.7414219.3614318.4914419.6714519.2714618.4514718.3614819.0514919.4815019.3415119.2415218.5215319.3715419.4215519.0515618.3715718.4915819.3415918.4216019.0516119.4216218.3416319.2516419.4316518.0916619.3416718.0716819.65土的液塑限联合测定试验记录表工程名称：临海高等级公路滨海段建设工程项目合同号：LHBH-JL2编号：.。试表3-3任务单号试验环境温度：20℃；湿度51%试验日期2012.04.09试验设备土壤筛、液塑限联合测定仪、电子天平试验规程JTGE40-2007/T0118-2007试验人员评定标准JTGF10-2006复核人员试样名称土取样地点1#坑试样描述素土工程部位路基试验项目试验次数土样类型细粒土123入土深度（mm）h13.79.119.9h23.69.020.0（h1+h2）/23.69.020.0盒号252627282930盒质量（g）94.1292.0893.7591.8097.3192.62盒+湿土质量（g）142.36155.36169.87170.25178.25178.69盒+干土质量（g）133.21144.54151.47152.47152.47152.68盒+干土质量随机数水分质量（g）9.1510.8218.4017.7825.7826.0173.58干土质量（g）39.0952.4657.7260.6755.1660.06含水量（%）23.420.631.929.346.743.3平均含水量（%）22.030.645.0液限（%）45.0塑限（%）19.9塑性指数25.1结论：WL平均=35.5、WP平均=17.7、IP平均=17.8，根据JTGE40-2007规范中3-7塑性图查得该土属低液限黏土注:沙土Ip不大于9.53.6920.022.030.645.0Hp=WL/(0.524*WL-7.606)=3.4盒号盒重195.18293.7液限WL#NUM!391.36塑限WP#NUM!492.16塑性指数IP#NUM!594694.08795.41892.48994.261092.541192.331291.561391.411496.781592.21691.191790.531890.261990.552092.082190.842291.432394.262491.322594.122692.082793.752891.82997.313092.623195.4732933398.453494.843589.623691.083794.13892.773993.14091.354193.44292.534391.374491.264592.374692.034792.364893.294991.795091.765192.525291.725390.835495.875591.335692.015792.085891.85989.266092.156195.4762936398.456494.846595.466693.046791.756891.456991.267093.367191.867290.897391.127491.547593.117691.56777892.147992.838091.848191.558293.58393.198491.848591.998692.748799.418891.198995.329096.239191.279293.59392.579491.859590.879695.179790.299893.199991.3710091.8510191.7110294.1610392.4810492.5310591.2810690.1810790.7510890.6410991.4511092.0911193.4811291.3711389.3611491.5711591.3711691.7711792.811893.7411995.4812018.9612119.3412218.4612318.0512418.4912518.6712618.4612719.3812819.4612918.1913018.2413118.4613218.2813319.4613418.3513518.0513618.4513719.3413819.2813919.4614019.0514119.7414219.3614318.4914419.6714519.2714618.4514718.3614819.0514919.4815019.3415119.2415218.5215319.3715419.4215519.0515618.3715718.4915819.3415918.4216019.0516119.4216218.3416319.2516419.4316518.0916619.3416718.0716819.65土的液塑限联合测定试验记录表工程名称：临海高等级公路滨海段建设工程项目合同号：LHBH-LQ4标编号：.。试表3-3任务单号试验环境温度：℃；湿度%试验日期试验设备土壤筛、液塑限联合测定仪、电子天平试验规程JTGE40-2007/T0118-2007试验人员评定标准JTGF10-2006复核人员试样名称土取样地点1#坑试样描述素土工程部位路基试验项目试验次数土样类型细粒土123入土深度（mm）h1h2（h1+h2）/2盒号盒质量（g）盒+湿土质量（g）盒+干土质量（g）盒+干土质量随机数水分质量（g）84.07干土质量（g）含水量（%）平均含水量（%）液限（%）塑限（%）塑性指数结论：注:沙土Ip不大于9.5000.00.00.00.0Hp=WL/(0.524*WL-7.606)=3.4盒号盒重195.18293.7液限WL#NUM!391.36塑限WP#NUM!492.16塑性指数IP#NUM!594694.08795.41892.48994.261092.541192.331291.561391.411496.781592.21691.191790.531890.261990.552092.082190.842291.432394.262491.322594.122692.082793.752891.82997.313092.623195.4732933398.453494.843589.623691.083794.13892.773993.14091.354193.44292.534391.374491.264592.374692.034792.364893.294991.795091.765192.525291.725390.835495.875591.335692.015792.085891.85989.266092.156195.4762936398.456494.846595.466693.046791.756891.456991.267093.367191.867290.897391.127491.547593.117691.56777892.147992.838091.848191.558293.58393.198491.848591.998692.748799.418891.198995.329096.239191.279293.59392.579491.859590.879695.179790.299893.199991.3710091.8510191.7110294.1610392.4810492.5310591.2810690.1810790.7510890.6410991.4511092.0911193.4811291.3711389.3611491.5711591.3711691.7711792.811893.7411995.4812018.9612119.3412218.4612318.0512418.4912518.6712618.4612719.3812819.4612918.1913018.2413118.4613218.2813319.4613418.3513518.0513618.4513719.3413819.2813919.4614019.0514119.7414219.3614318.4914419.6714519.2714618.4514718.3614819.0514919.4815019.3415119.2415218.5215319.3715419.4215519.0515618.3715718.4915819.3415918.4216019.0516119.4216218.3416319.2516419.4316518.0916619.3416718.0716819.65