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路基土石方数量计算表壹工程名称：兰新铁路客运专线路基工程 第 1 页 共 4 页桩号横断面积(m2)距离(m)判别值m挖填方量(m3)路基挖方路基填方路基挖方m1路基填方m2路基挖方路基填方K00+000.0000.9951.798.180.610.5310.57319.56K00+008.1801.6227.6010.000.310.9710.13280.99K00+018.1800.5128.608.950.220.972.56260.43K00+027.1300.1129.6010.000.920.971.15300.99K00+037.1300.1230.6010.000.920.971.25310.99K00+047.1300.1331.6010.000.930.971.35320.99K00+057.1300.1432.6010.000.930.971.45330.99K00+067.1300.1533.6010.000.940.971.55340.99K00+077.1300.1634.6010.000.940.971.65350.99K00+087.1300.1735.6010.000.940.971.75360.99K00+097.1300.1836.6010.000.950.971.85370.99K00+107.1300.1937.6010.000.950.971.95380.99K00+117.1300.2038.6010.000.950.972.05390.99K00+127.1300.2139.6010.000.950.982.15400.99K00+137.1300.2240.6010.000.960.982.25410.99K00+147.1300.2341.6010.000.960.982.35420.99K00+157.1300.2442.6010.000.960.982.45430.99K00+167.1300.2543.6010.000.960.982.55440.99K00+177.1300.2644.6010.000.960.982.65450.99K00+187.1300.2745.6010.000.930.962.60445.96K00+197.1300.2543.6010.000.960.982.55440.99K00+207.1300.2644.6010.000.960.982.65450.99K00+217.1300.2745.6010.000.960.982.75460.99K00+227.1300.2846.6010.001.001.002.80466.00K00+237.1300.2846.60小 计备注：1、此表为已知里程桩号，挖填方截面面积求取挖方量，概算折合，桩号越密，测点越多越接近真值。67.009141.73计算： 复核： 监理工程师：路基土石方数量计算表贰工程名称：兰新铁路客运专线路基工程 第 1 页 共 4 页桩号横断面积(m2)距离(m)判别值m挖填方量(m3)路基挖方路基填方路基挖方m1路基填方m2路基挖方路基填方K00+000.0000.9951.798.180.610.5310.57319.56K00+008.1801.6227.6010.000.310.9710.13280.99K00+018.1800.5128.608.950.220.972.56260.43K00+027.1300.1129.6010.000.920.971.15300.99K00+037.1300.1230.6010.000.920.971.25310.99K00+047.1300.1331.6010.000.930.971.35320.99K00+057.1300.1432.6010.000.930.971.45330.99K00+067.1300.1533.6010.000.940.971.55340.99K00+077.1300.1634.6010.000.940.971.65350.99K00+087.1300.1735.6010.000.940.971.75360.99K00+097.1300.1836.6010.000.950.971.85370.99K00+107.1300.1937.6010.000.950.971.95380.99K00+117.1300.2038.6010.000.950.972.05390.99K00+127.1300.2139.6010.000.950.982.15400.99K00+137.1300.2240.6010.000.960.982.25410.99K00+147.1300.2341.6010.000.960.982.35420.99K00+157.1300.2442.6010.000.960.982.45430.99K00+167.1300.2543.6010.000.960.982.55440.99K00+177.1300.2644.6010.000.960.982.65450.99K00+187.1300.2745.6010.000.930.962.60445.96K00+197.1300.2543.6010.000.960.982.55440.99K00+207.1300.2644.6010.000.960.982.65450.99K00+217.1300.2745.6010.000.960.982.75460.99K00+227.1300.2846.6010.001.001.002.80466.00K00+237.1300.2846.60小 计备注：1、此表为已知里程桩号，挖填方截面面积求取挖方量，概算折合，桩号越密，测点越多越接近真值。67.009141.73计算： 复核： 监理工程师：路基土石方数量计算表三工程名称：兰新铁路客运专线路基工程 第 1 页 共 4 页桩号横断面积(m2)距离(m)判别值m挖填方量(m3)路基挖方路基填方路基挖方m1路基填方m2路基挖方路基填方K00+000.0000.9951.798.180.610.5310.57319.56K00+008.1801.6227.6010.000.310.9710.13280.99K00+018.1800.5128.608.950.220.972.56260.43K00+027.1300.1129.6010.000.920.971.15300.99K00+037.1300.1230.6010.000.920.971.25310.99K00+047.1300.1331.6010.000.930.971.35320.99K00+057.1300.1432.6010.000.930.971.45330.99K00+067.1300.1533.6010.000.940.971.55340.99K00+077.1300.1634.6010.000.940.971.65350.99K00+087.1300.1735.6010.000.940.971.75360.99K00+097.1300.1836.6010.000.950.971.85370.99K00+107.1300.1937.6010.000.950.971.95380.99K00+117.1300.2038.6010.000.950.972.05390.99K00+127.1300.2139.6010.000.950.982.15400.99K00+137.1300.2240.6010.000.960.982.25410.99K00+147.1300.2341.6010.000.960.982.35420.99K00+157.1300.2442.6010.000.960.982.45430.99K00+167.1300.2543.6010.000.960.982.55440.99K00+177.1300.2644.6010.000.960.982.65450.99K00+187.1300.2745.6010.000.930.962.60445.96K00+197.1300.2543.6010.000.960.982.55440.99K00+207.1300.2644.6010.000.960.982.65450.99K00+217.1300.2745.6010.000.960.982.75460.99K00+227.1300.2846.6010.001.001.002.80466.00K00+237.1300.2846.60小 计备注：1、此表为已知里程桩号，挖填方截面面积求取挖方量，概算折合，桩号越密，测点越多越接近真值。67.259148.73计算： 复核： 监理工程师：路基土石方数量计算表肆工程名称：兰新铁路客运专线路基工程 第 1 页 共 4 页桩号横断面积(m2)距离(m)判别值m挖填方量(m3)路基挖方路基填方路基挖方m1路基填方m2路基挖方路基填方K00+000.0000.9951.798.180.610.5310.57319.56K00+008.1801.6227.6010.000.310.9710.13280.99K00+018.1800.5128.608.950.220.972.56260.43K00+027.1300.1129.6010.000.920.971.15300.99K00+037.1300.1230.6010.000.920.971.25310.99K00+047.1300.1331.6010.000.930.971.35320.99K00+057.1300.1432.6010.000.930.971.45330.99K00+067.1300.1533.6010.000.940.971.55340.99K00+077.1300.1634.6010.000.940.971.65350.99K00+087.1300.1735.6010.000.940.971.75360.99K00+097.1300.1836.6010.000.950.971.85370.99K00+107.1300.1937.6010.000.950.971.95380.99K00+117.1300.2038.6010.000.950.972.05390.99K00+127.1300.2139.6010.000.950.982.15400.99K00+137.1300.2240.6010.000.960.982.25410.99K00+147.1300.2341.6010.000.960.982.35420.99K00+157.1300.2442.6010.000.960.982.45430.99K00+167.1300.2543.6010.000.960.982.55440.99K00+177.1300.2644.6010.000.960.982.65450.99K00+187.1300.2745.6010.000.930.962.60445.96K00+197.1300.2543.6010.00
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