南新二級公路（第一標段）設計PAGEPAGE9路基土石方數(shù)量計算表樁號橫斷面面積（㎡㎡）距離（m3）挖方數(shù)量（m33）填方數(shù)量（m33）利用方數(shù)量（mm3）及運距（單單位）借方數(shù)量及運距距廢方數(shù)量及運距距總運量挖填本樁利用填缺挖余遠運利用縱向調(diào)調(diào)配示意1236789101112131415K0+002.801.472012910121174961408912挖余3101調(diào)至下頁+2010.9720250250+4014.07201562327129+602.943.4220201092092+807.822021130211121408eq\o\aac(○,2)2816+1003.085.28202130421286+12028.1220591591+14031.01203635836327+1605.347.47203235058265+18030.1920685685+20038.4420727727+22034.2720644644+24030.1420562562+26026.0720481481+28022.0420400400+30018.0620321321+32014.138.63路基土石方數(shù)量計算表樁號橫斷面面積（㎡㎡）距離（m3）挖方數(shù)量（m33）填方數(shù)量（m33）利用方數(shù)量（mm3）及運距（單單位）借方數(shù)量及運距距廢方數(shù)量及運距距總運量挖填本樁利用填缺挖余遠運利用縱向調(diào)調(diào)配示意1236789101112131415+32014.1320225225上頁土310122533266下公里土：11062調(diào)至22682+3408.632058725822+36010.86204664663326eq\o\aac(○,2)6652+38038.5620916916+40053.442012951295+42076.762026622662+440198.982048584858+460289.652066076607+480372.782066786678+500296.482050155015+520207.642032473247+540120.982018891889+56070.212012491249+58054.9920995995+60044.6520721721+62028.0716.09381381+636.099419.553.917474路基土石方數(shù)量計算表樁號橫斷面面積（㎡㎡）距離（m3）挖方數(shù)量（m33）填方數(shù)量（m33）利用方數(shù)量（mm3）及運距（單單位）借方數(shù)量及運距距廢方數(shù)量及運距距總運量挖填本樁利用填缺挖余遠運利用縱向調(diào)調(diào)配示意12367891011121314+64018.462034234244385223466177下頁土:9015+66015.7720414414+68026.0820166116614385eq\o\aac(○,3)13155+700158.7420803803+706.0994106.522045907907+72031.332028829745258+7406.793.1820482124264+76023.672056748761.966625.3820822567+78037.8920819822+80044.3620103819817.839947.51201019103+82048.082011441019+84053.922012861144+86060.57205451286+88068.0720887545+887.833971.07路基土石方數(shù)量計算表樁號橫斷面面積（㎡㎡）距離（m3）挖方數(shù)量（m33）填方數(shù)量（m33）利用方數(shù)量（mm3）及運距（單位）借方數(shù)量及運距距廢方數(shù)量及運距距總運量挖填本樁利用填缺挖余遠運利用縱向調(diào)調(diào)配示意1236789101112131415+90074.8320155915599