矿粉记录带公式计算

级别2016/9/14含水量（%）0.20.2矿粉质量（g）平均值（g/cm3）60.0260.01试样质量（g）平均值（m2/kg）2.872.88对比水泥（g）矿粉(g)标准砂（g）水（mL）流动度（mm）流动度比（%）450-13502252092252251350225213单次烧失量（%）平均烧失量（%）0.220.26平均值（%）对比胶砂试验胶砂对比胶砂试验胶砂荷载KN荷载KN荷载KN荷载KN89.6277.6289.6289.5187.5376.6388.9291.6285.6178.6591.6592.3687.6278.6086.4390.2186.4278.5385.4491.3485.6376.5186.6491.38活性指数（%）1030.680.70检测结论根据以上检验结果，该批矿粉所检指标符合GB/T18046/2008中S95级别技术指标的规定。可作混凝土掺合料。48.6897d抗压活性指数对应相关试件55.156.9438244781.00311.002821.011121.01137137平均值MPa#########28d抗压平均值MPa54.42016/9/21活性指数（%）三氧化硫测定试样质量（g）灼烧后沉淀物质量（g）烧失量坩埚恒质量（g）试样质量（g）灼烧后总恒质量（g）20.010220.0098三氧化硫（%）收样日期试验日期烘干前质量（g）I级流动度比胶砂种类对比胶砂Lm试验胶砂L49.89矿粉试验原始记录QR8.2.4-113.11比表面积3.13沉降时间（S）单次密度值（g/cm3）烘干后恒质量（g）49.90密度值（g/cm3）单次比表面积（cm2/g）试验编号出厂编号初始读数(mL)0.250.00试验记录广西鱼峰混凝土预拌站-005检测依据GB/T18046-2008生产厂家含水量3.12密度19.4719.483.113.1350.004430.240.691020.3第二次读数（mL）0.57840.58210.01180.0115审核：试验：12511.18034平均含水量对比胶砂试验胶砂56.0155.9455.5857.2657.2857.7354.0256.3853.4057.0954.1557.1155.156.956.0148.5154.7147.8953.5149.1654.7649.1354.0149.0853.5247.8254.448.60.27抗压Mpa28d抗压Mpa序号贯入深度H(m)贯入度(cm)锤击数(cm)地层名称承载力σ0(kPa)10.1101763520.1101659930.1101867140.1101763550.1101867160.11070.11080.11090.110100.110110.110120.110130.110触孔示意图12534青岛方向（千怕）贯入深度H(m)贯入度(cm)锤击数(cm)地层名称承载力σ0(kPa)0.110186710.110207430.110197070.110176350.110186710.1101970718671触孔示意图125青岛方向33.331.4插入ROUND((33.51+35.9)/2,1）32.432.4等于四舍六入五单双