试验段桩号：K401+520-K401+625检测日期2011.8.29序号取料场桩号检测桩号要求孔隙率（%）干密度（g/cm3）毛体积密度（g/cm3）孔隙率(%)备注1K401+525左12m1.872.71312K401+535左7m1.862.71313K401+550左9m1.992.71274K401+565左13m1.872.71315K401+580左4m1.882.71316K401+600左6m1.92.71307K401+525右5m1.922.71298K401+540右6m1.952.71289K401+660右10m1.892.713010K401+580右9m1.862.713111K401+600右7m1.852.713212K401+620右8m1.92.7130制表： 复核：2323232323第一层（碾压3遍）23营双六标填石路基填筑试验段孔隙率检测结果汇总表YK402+881-YK402+379232323232323试验段桩号：K401+520-K401+625检测日期2011.8.24序号取料场桩号检测桩号要求孔隙率（%）干密度（g/cm3）毛体积密度（g/cm3）孔隙率(%)备注1K401+525左10m2.022.71252K401+535左13m1.982.71273K401+550左8m1.992.71274K401+565左5m2.012.71265K401+580左8m1.992.71276K401+600左7m1.882.71317K401+525右6m1.972.71278K401+535右7m1.962.71289K401+555右8m1.952.712810K401+575右5m1.972.712711K401+595右10m2.012.712612K401+615右4m1.942.712813K401+625右14m1.992.7127制表： 复核：营双六标填石路基填筑试验段孔隙率检测结果汇总表YK402+881-YK402+37923第一层（碾压4遍）232323232323232323232323试验段桩号：K401+520-K401+625检测日期2011.8.24序号取料场桩号检测桩号要求孔隙率（%）干密度（g/cm3）毛体积密度（g/cm3）孔隙率(%)备注1K401+525左6m1.992.71272K401+535左8m1.982.71273K401+550左9m1.962.71284K401+565左13m2.012.71265K401+580左4m1.972.71276K401+600左6m1.992.71277K401+525右9m2.012.71268K401+535右9m2.012.71269K401+555右11m1.982.712710K401+575右8m1.972.712711K401+595右4m2.032.712512K401+615右6m1.982.712713K401+625右7m2.012.7126制表： 复核：营双六标填石路基填筑试验段孔隙率检测结果汇总表第一层（碾压5遍）2323232323232323232323YK402+881-YK402+3792323试验段桩号：K401+520-K401+625检测日期2011.8.24序号取料场桩号检测桩号要求孔隙率（%）干密度（g/cm3）毛体积密度（g/cm3）孔隙率(%)备注1K401+525左9m2.102.71232K401+535左7m2.032.71253K401+550左8m2.052.71244K401+565左10m1.992.71275K401+580左7m2.052.71246K401+600左9m2.022.71257K401+525右12m2.032.71258K401+535右5m2.212.71189K401+555右6m2.062.712410K401+575右...
