灌水法测孔隙率-自动计算

136.00235.81336.12436.19536.34636.21736.21836.25936.121035.861135.811236.111335.871436.351536.241636.441736.421835.811935.792035.972136.042236.382336.042436.202536.792635.982736.412835.382936.373035.883132.753234.533333.633434.493532.823633.913734.453833.273934.794034.064134.114234.06盒号4334.214435.364534.534635.294733.684833.834933.715033.1151156.9952162.7353154.735474.185575.765674.135771.255880.835976.276076.426175.866272.896375.656472.906574.376673.846772.526875.696973.807072.017174.747275.967375.947474.997582.547675.637775.997874.807971.998076.938177.628274.918373.388475.448571.358677.74A1250.8A2244.9A3241.1A4254.7A5242.0A6250.0A7244.7A8248.5A9252.5A10252.8A11241.4A12247.7A13245.6A14241.5A15252.5A16567.1A17582.3A18592.7A19494.0A20246.9A21240.3A22504.4A23596.4A24507.5A25518.0A26566.3A27569.2A28499.9A29598.1A30506.9A31500.6A32503.4A33513.5A34515.7A35508.2A36515.422.1检测结论：经检测，该路段孔隙率符合JTGF10-2006《公路路基施工技术规范》中的技术要求。备注：/试验：复核：签发：日期：年月日（专用章）2.07孔隙率（%）设计值≤25实测值19.921.021.421.719.9试样干密度(g/cm3)2.132.102.092.082.135.1含水率均值(%)4.44.94.55.24.65.04.64.84.52383.52189.12238.14.82273.12313.2含水率(%)4.34.54.85.04.45.05.4252.8567.1干土质量(g)2428.72125.42297.32234.62184.12184.22284.5244.9252.5494.0248.5242.0507.5127.8105.9101.7108.6118.3盒质量(g)247.7240.3569.2499.92525.92880.3水质量(g)103.596.7110.8111.8101.596.6115.02429.02436.72778.52632.02431.12745.62759.82537.02847.32634.52998.6盒＋干土质量(g)2676.42365.72866.52734.5A10A16盒＋湿土质量(g)2779.92462.42977.32846.32530.52533.32893.5A2A15A19A8A5A24含水率盒号A12A21A27A28467.38试样湿密度（g/cm3）2.222.202.182.192.232.17试坑中湿土总质量（kg)422.90462.33482.02452.38442.99水的密度（g/cm3)1.0试坑体积（cm3)190450210440221510206280198870215690填料视密度（g/cm3)2.658试坑中水总质量（kg)190.45210.44221.51206.28198.87215.69中右6m取样深度（cm）303030303030主要仪器设备及编号ZLSQ-095-001电子台秤；ZLSQ-095-009电子天平；ZLSQ-095-022电热鼓风恒温干燥箱取样桩号K12+760K12+790具体位置左12m中右6m左9m样品描述表面平整、无轮迹结构层次93区第4层试验条件室外试验日期2014-08-24BG-2014-KXJ-004工程部位/用途路基工程/路基填筑K12+720-K12+900(试验段)任务编号/试验依据JTGE60-2008样品编号/土的密度试验检测报告（灌水法）试验室名称：中交一公局（天津）中陆工程试验检测有限公司林芝至米林机场专用公路A段项目经理部工地试验室报告编号：20.2检测结论：经检测，该路段孔隙率符合JTGF10-2006《公路路基施工技术规范》中的技术要求。备注：/试验：复核：签发：日期：年月日（专用章）2.12孔隙率（%）设计值≤25实测值19.922.521.421.721.0试样干密度(g/cm3)2.132.062.092.082.104.7含水率均值(%)4.85.04.54.95.14.64.65.34.92304.12419.12308.04.52369.82383.4含水率(%)4.74.94.85.24.45.04.8518.0566.3干土质量(g)2025.22156.92215.52323.42145.82254.62214.8500.6515.4245.6504.4241.4596.4110.0127.8114.0105.6111.8盒质量(g)250.0598.1513.5515.72887.82949.7水质量(g)95.2105.3106.2120.498.9100.3109.92646.42770.02460.42808.52660.52904.42918.52788.33018.42993.43061.5盒＋干土质量(g)2275.22755.02729.02839.1A25A26盒＋湿土质量(g)2370.42860.32835.22959.52745.32870.32570.3A31A36A13A22A11A23含水率盒号A6A29A33A34441.87试样湿密度（g/cm3）2.232.162.182.182.212.22试坑中湿土总质量（kg)485.34476.22478.90430.18457.42水的密度（g/cm3)1.0试坑体积（cm3)21733022031021945019703020744019870030填料视密度（g/cm3)2.658试坑中水总质量（kg)217.33220.31219.45197.03207.44198.70取样深度（cm）3030303030取样桩号K12+810K12+850具体位置左5m中右13m左10m中右12m试验条件室外试验日期2014-08-24主要仪器设备及编号ZLSQ-095-001电子台秤；ZLSQ-095-009电子天平；ZLSQ-095-022电热鼓风恒温干燥箱试验依据JTGE60-2008样品编号/样品描述表面平整、无轮迹结构层次93区第4层土的密度试验检测报告（灌水法）试验室名称：中交一公局（天津）中陆工程试验检测有限公司林芝至米林机场专用公路A段项目经理部工地试验室报告编号：BG-2014-KXJ-004工程部位/用途路基工程/路基填筑K12+720-K12+900(试验段)任务编号/检测结论：经检测，该路段孔隙率符合JTGF10-2006《公路路基施工技术规范》中的技术要求。备注：/试验：复核：签发：日期：年月日（专用章）孔隙率（%）设计值≤25实测值22.119.920.6试样干密度(g/cm3)2.072.132.11含水率均值(%)4.84.45.05.3含水率(%)4.94.64.64.34.7干土质量(g)2271.52019.32154.92293.52173.52244.7503.4592.7盒质量(g)506.9250.8252.5244.7水质量(g)110.592.399.099.0115.5106.12676.92837.4盒＋干土质量(g)2778.42270.12407.42538.2盒＋湿土质量(g)2888.92362.42506.42637.22792.42943.5A32A18含水率盒号A30A1A9A7试样湿密度（g/cm3）2.172.222.22试坑中湿土总质量（kg)476.20439.98460.85水的密度（g/cm3)1.0试坑体积（cm3)219390198330207550填料视密度（g/cm3)2.658试坑中水总质量（kg)219.39198.33207.55取样深度（cm）303030取样桩号K12+880具体位置左6m中右13m试验条件室外试验日期2014-08-24主要仪器设备及编号ZLSQ-095-001电子台秤；ZLSQ-095-009电子天平；ZLSQ-095-022电热鼓风恒温干燥箱试验依据JTGE60-2008样品编号/样品描述表面平整、无轮迹结构层次93区第4层土的密度试验检测报告（灌水法）试验室名称：中交一公局（天津）中陆工程试验检测有限公司林芝至米林机场专用公路A段项目经理部工地试验室报告编号：BG-2014-KXJ-004工程部位/用途路基工程/路基填筑K12+720-K12+900(试验段)任务编号/20.6检测结论：经检测，该路段孔隙率符合JTGF10-2006《公路路基施工技术规范》中的技术要求。备注：/试验：复核：签发：日期：年月日（专用章）2.11孔隙率（%）设计值≤25实测值21.718.421.724.026.3试样干密度(g/cm3)2.082.172.082.021.96#N/A含水率均值(%)3.63.63.63.63.63.6#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A含水率(%)#N/A#N/A#N/A#N/A#N/A#N/A#N/A494.0246.9干土质量(g)#N/A#N/A#N/A#N/A#N/A#N/A#N/A245.6241.5252.5567.1582.3592.7#N/A#N/A#N/A#N/A#N/A盒质量(g)582.3246.9241.4247.7#N/A#N/A水质量(g)#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A##############################盒＋干土质量(g)#N/A#N/A#N/A#N/AA19A20盒＋湿土质量(g)##########################################A13A14A15A16A17A18含水率盒号A17A20A11A12447.22试样湿密度（g/cm3）2.162.252.152.092.032.19试坑中湿土总质量（kg)447.22447.22447.22447.22447.22水的密度（g/cm3)1.0试坑体积（cm3)207130198330207550213760220180204230填料视密度（g/cm3)2.658试坑中水总质量（kg)207.13198.33207.55213.76220.18204.23中右7m取样深度（cm）303030303030主要仪器设备及编号ZLSQ-095-001电子台秤；ZLSQ-095-009电子天平；ZLSQ-095-022电热鼓风恒温干燥箱取样桩号具体位置左8m中右5m左3m样品描述表面平整、无轮迹结构层次93区第4层试验条件室外试验日期2014-08-25BG-2014-KXJ-004工程部位/用途路基工程/路基填筑K12+720-K12+900(试验段)任务编号/试验依据JTGE60-2008样品编号/土的密度试验检测报告（灌水法）