集料筛分自动生成.xls

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1、5 531.5mm31.5mm碎碎石石筛筛分分试试验验 2 2试样 质量 (g)筛孔 尺寸 (mm)筛余(g)分计筛余(%)累计筛余(%)累计筛余 平均IIIIIIIII500037.531.5100.492.72.01.92.01.91.926.5773.4761.715.515.217.517.117.319628.8680.712.613.630.130.730.416944.0896.918.917.948.948.648.89.51545.11525.630.930.579.879.279.54.75769.2841.515.416.895.296.095.62.36175.0151

2、.13.53.098.799.098.9筛底55.142.11.10.899.899.899.8筛后总量(g)4991.04992.3筛分级配图37.531.519.0 9.54.752.361009080706050403020100筛孔尺寸(mm)累计筛余(%)5 510mm10mm碎碎石石筛筛分分试试验验 2 2试样 质量 (g)筛孔 尺寸 (mm)筛余(g)分计筛余(%)累计筛余(%)累计筛余 平均IIIIIIIII100037.531.526.519169.5100.3100.510.010.110.010.110.04.75742.2747.074.274.784.384.884.

3、52.36129.2121.512.912.297.296.997.0筛底27.230.32.73.099.999.999.9筛后总量(g)998.9999.3筛分级配图16.0 9.54.752.361009080706050403020100筛孔尺寸(mm)累计筛余(%)砂砂筛筛分分试试验验 2 2试样 质量 (g)筛孔 尺寸 (mm)筛余(g)分计筛余(%)累计筛余(%)累计筛余 平均IIIIIIIII5009.54.7523.227.04.65.44.65.45.02.3675.866.215.213.219.818.619.21.1856.560.811.312.231.130.83

4、1.00.690.089.818.018.049.148.848.90.3153.8152.330.830.579.979.279.50.1571.473.114.314.694.193.894.0筛底28.129.45.65.999.899.799.7筛后总量(g)498.8498.6细度模数MX：MX1= 2.63MX2= 2.582.605MX= 2.60粗砂3.73.1 中砂3.02.3 细砂2.21.6 特细砂1.50.7两次试验的细度模数之差不能超过0.20筛分级配图4.752.361.180.60.30.151009080706050403020100筛孔尺寸(mm)累计筛余(%

5、)细细集集料料筛筛分分试试验验记记录录表表试验表6承包单位：江苏润扬交通工程集团有限公司合 同 段 ：S16标监理单位：广东华路交通科技有限公司试验 编号：取样地点试验规程JTG E422005试样产地试验单位拟用部位试验日期砂的筛分试验试样重量(g) 中 500500筛孔尺寸 (mm)筛上质量 (g)分计筛余 (%)累计筛余 (%)通过百分率 (%)规范值方孔平均平均9.5000.00.00.00.00.0100.0100.0100.04.7534.433.96.96.86.96.86.993.193.293.21002.3638.238.07.67.614.514.414.585.585.

6、685.62501.1894.386.818.917.433.431.832.666.668.267.450100.6148.8151.429.830.363.262.162.736.837.937.470410.3125.1129.925.026.088.288.188.211.811.911.992700.1555.256.711.011.399.299.499.30.80.60.7100900.0754.03.30.80.7100.0100.1100.10.0-0.10.0砂的细度模数MX2.842.81平均值2.83结论该样品判定区颗粒级配中砂分类范围值粗砂3.73.1中砂3.02.3细砂2.21.6特细砂1.6自检意见监理意见试验复核试验负责人75. 475. 436. 218. 16 . 03 . 015. 0 1005)(A-A-A+A+A+A+A