市政道路土方计算表

项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 1 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 纬19K0+056.2971341.1681344.5330161.1483 23.70303263.21 纬19K0+0801341.661344.9850114.1932 200.4442050.505 纬19K0+1001342.0751343.9830.044490.8573 20561.48908.573 纬19K0+1201342.491341.6856.10360 201366.6740 纬19K0+1401342.9051340.91380.56380 201891.9310 纬19K0+1601343.321339.624108.62930 202213.2390 纬19K0+1801343.7351341.19112.69460 202479.4620 纬19K0+2001344.1491342.424135.25160 202732.7550 纬19K0+2201344.5641343.611138.02390 203426.4210 纬19K0+2401344.9791339.733204.61820 204473.6820 纬19K0+2601345.3941338.944242.750 204589.9070 纬19K0+2801345.8091340.18216.24070 204374.8070 纬19K0+3001346.2241341.41221.240 203986.2670 纬19K0+3201346.6391342.585177.38670 203199.7130 纬19K0+3401347.0541343.958142.58460 202649.9410 纬19K0+3601347.4691344.999122.40950 202115.9880 纬19K0+3801347.8841345.79189.18930 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 2 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 201338.6420 纬19K0+4001348.2991347.32444.67490 20494.179152.544 纬19K0+4201348.7141347.8574.74315.2544 20450.014152.544 纬19K0+4401349.1291347.85240.25840 20612.38129.906 纬19K0+4601349.5391348.34720.97972.9906 20419.55444.792 纬19K0+4801349.8521348.80120.97571.4886 20312.774243.745 纬19K0+5001350.0311349.65810.301722.8859 20106.387921.771 纬19K0+5201350.0771351.0910.33769.2912 203.371954.581 纬19K0+5401349.9931352.0240126.1669 2002262.739 纬19K0+5601349.871351.3040100.107 2097.6221339.731 纬19K0+5801349.7471349.7089.762233.8661 20283.966451.676 纬19K0+6001349.6231348.91618.634411.3015 20531.329145.827 纬19K0+6201349.51348.32434.49853.2812 20817.52132.812 纬19K0+6401349.3771347.9947.25360 20601.4966.668 纬19K0+6601349.2541348.50212.8960.6668 20278.72185.784 纬19K0+6801349.1311348.68414.97617.9116 20296.478164.358 纬19K0+7001349.0081348.34114.67178.5242 20273.06398.03 纬19K0+3801347.8841345.79189.18930 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 3 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 纬19K0+7201348.8851348.1512.63461.2788 20383.493127.701 纬19K0+7401348.7611347.53625.714711.4913 20425.289148.121 纬19K0+7601348.6381347.68116.81423.3208 20337.09970.772 纬19K0+7801348.5151347.92416.89573.7564 20494.32237.747 纬19K0+8001348.3921347.04332.53650.0183 14.473669.5050.132 纬19K0+814.4731348.3031346.89959.98130 小计758.17649289.91614694.269 纬19K0+894.4851347.811348.1711.059557.7432 5.5152.922300.256 纬19K0+9001347.7761348.253051.1439 2001177.946 纬19K0+9201347.7071348.477066.6507 203.3931589.976 纬19K0+9401347.831349.1110.339392.3469 2046.1121810.679 纬19K0+9601348.1541348.8534.271988.721 20236.2821463.746 纬19K0+9801348.671349.08219.356357.6536 20353.9931401.255 纬19K1+0001349.241350.69116.04382.4719 20246.8661428.218 纬19K1+0201349.811351.0068.643660.3499 20119.5651003.678 纬19K1+0401350.381350.8313.312940.0179 2053.15722.617 20273.06398.03 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 4 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 纬19K1+0601350.951350.6782.002132.2438 20160.804458.082 纬19K1+0801351.521350.91714.078313.5644 20364.298230.55 纬19K1+1001352.091350.5122.35159.4906 20458.613231.053 纬19K1+1201352.661350.86123.509813.6147 20404.853234.77 纬19K1+1401353.231351.66616.97559.8623 20273.759262.814 纬19K1+1601353.81352.94210.400416.4191 20211.451474.345 纬19K1+1801354.371353.6410.744731.0154 20116.212730.517 纬19K1+2001354.941355.1250.876542.0363 2026.25730.635 纬19K1+2201355.511355.2631.748531.0272 20160.211399.207 纬19K1+2401356.081354.80914.27268.8935 20382.652217.811 纬19K1+2601356.651355.03123.992612.8876 20434.489226.674 纬19K1+2801357.221355.74319.45639.7798 20395.876112.211 纬19K1+3001357.791357.21320.13131.4413 20665.44614.939 纬19K1+3201358.361356.79646.41330.0526 201427.2690.526 纬19K1+3401358.931356.72596.31360 202570.5160 纬19K1+3601359.51356.501160.7380 203349.7740 纬19K1+3801360.071357.532174.23940 2053.15722.617 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 5 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 203780.5060 纬19K1+4001360.641358.489203.81120 204551.7240 纬19K1+4201361.2081357.391251.36120 205129.9310 纬19K1+4401361.751357.372261.63190 205605.770 纬19K1+4601362.2591357.345298.94510 206411.590 纬19K1+4801362.7351356.963342.21390 206819.2940 纬19K1+5001363.1771356.365339.71550 20.3726623.5060 纬19K1+520.3721363.5931357.269310.54030 小计625.88751387.07715222.505 纬19K1+596.4921364.8791359.53263.66120 23.5085829.9260 纬19K1+6201365.2491360.609232.33390 203978.6450 纬19K1+6401365.5631361.687165.53060 202668.9561.477 纬19K1+6601365.8771363.108101.3650.1477 201647.161132.633 纬19K1+6801366.1921364.34963.351113.1156 20940.577526.194 纬19K1+7001366.5061365.43430.706639.5038 20439.6021009.581 纬19K1+7201366.8211367.9713.253661.4543 20153.041078.282 纬19K1+7401367.1351367.7412.050446.3739 纬19K1+3801360.071357.532174.23940 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 6 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 2075.477784.658 纬19K1+7601367.451367.4285.497332.0919 2054.9731186.474 纬19K1+7801367.7641368.281086.5555 19.01901735.176 纬19K1+799.0191368.0631369.695095.9121 78.25409782.728 纬19K1+877.2731369.2931372.380154.1129 2.7270449.215 纬19K1+8801369.3361372.6610175.3444 2004603.128 纬19K1+9001369.651374.1390284.9684 2005315.497 纬19K1+9201369.9651373.7390246.5813 2006014.941 纬19K1+9401370.2791375.8040354.9128 2007181.987 纬19K1+9601370.5941376.2380363.2859 2007718.946 纬19K1+9801370.9081376.0190408.6087 2007341.975 纬19K2+0001371.2221374.9490325.5888 2005442.627 纬19K2+0201371.5371374.2310218.6739 2005001.127 纬19K2+0401371.8511374.7090281.4388 2005429.178 纬19K2+0601372.1661376.4950261.479 2003853.587 纬19K2+0801372.481374.0690123.8797 2027.4611622.853 纬19K2+1001372.7951372.4482.746138.4056 2088.525980.475 纬19K1+7401367.1351367.7412.050446.3739 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 7 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 纬19K2+1201373.1091372.9946.106459.6419 20145.891529.305 纬19K2+1401373.4231375.0258.482693.2886 20378.6371487.925 纬19K2+1601373.7381375.0429.381155.5039 20883.626570.861 纬19K2+1801374.0521373.02558.98151.5822 201467.62115.822 纬19K2+2001374.3671372.6287.78060 201710.3510 纬19K2+2201374.6811373.28683.25450 201304.9040.469 纬19K2+2401374.9441374.40147.23590.0469 20510.399344.946 纬19K2+2601375.0141375.7613.80434.4477 20764.192355.396 纬19K2+2801374.8851372.37872.61521.0919 20932.027236.601 纬19K2+3001374.5561373.48320.587522.5682 201378.409459.932 纬19K2+3201374.0961371.168117.253423.425 202295.794234.25 纬19K2+3401373.6341372.69112.3260 203007.4490 纬19K2+3601373.1721369.168188.41890 203371.6330 纬19K2+3801372.7091369.976148.74440 201977.16821.147 纬19K2+4001372.2471371.24248.97242.1147 201115.353102.186 纬19K2+4201371.7851371.66762.56298.1039 201465.14381.039 纬19K2+4401371.3221370.26983.95140 2088.525980.475 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 8 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 201235.60549.755 纬19K2+4601370.861370.9239.60914.9755 20812.237205.569 纬19K2+4801370.3981370.86341.614615.5814 20870.279524.731 纬19K2+5001369.9351369.21145.413336.8917 20972.152612.549 纬19K2+5201369.4731367.74351.801924.3632 201129.519244.757 纬19K2+5401369.0111366.84961.150.1125 201149.3563.746 纬19K2+5601368.5481366.21253.78560.2621 20791.22710.958 纬19K2+5801368.0861366.41225.33710.8337 8.718150.18554.28 纬19K2+588.7181367.8841367.019.116911.6188 小计992.22645723.49984338.963 纬19K2+676.8391366.5071366.7290.103951.7186 3.1613.82145.697 纬19K2+6801366.4791366.8922.313340.4658 2081.639723.698 纬19K2+7001366.2981366.2795.850631.904 20150.815490.481 纬19K2+7201366.1181365.5929.230917.1441 20160.297615.994 纬19K2+7401365.9371365.8526.798844.4553 2074.4241366.032 纬19K2+7601365.7571366.8860.643692.1479 206.4362246.256 纬19K2+7801365.5761367.2630132.4777 纬19K2+4401371.3221370.26983.95140 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 9 页 共 11 页 桩号设计高程(米) 地面高程(米) 横断面面积(平方米) 距离(米)填方(立方米) 挖方(立方米)备注 填挖 2003134.826 纬19K2+8001365.3961367.7940181.0049 2003660.285 纬19K2+8201365.2151367.9540185.0236 2003782.439 纬19K2+8401365.0351367.8220193.2203 2003749.464 纬19K2+8601364.8551367.50181.7261 2003727.053 纬19K2+8801364.6741367.5950190.9792 2003253.614 纬19K2+9001364.4941366.3410134.3822 2002791.504 纬19K2+9201364.3131365.8070144.7682 2002767.163 纬19K2+9401364.1331364.7670131.9481 2002729.366 纬19K2+9601363.9521364.8320140.9885 2002638.823 纬19K2+9801363.7721364.8830122.8938 2002850.436 纬19K3+0001363.5911365.2770162.1498 2003515.586 纬19K3+0201363.3691365.7080189.4088 2004232.843 纬19K3+0401363.0481366.2470233.8755 2005319.861 纬19K3+0601362.6261366.7060298.1106 2006346.485 纬19K3+0801362.1051366.8160336.5379 2007840.699 纬19K3+1001361.4841366.4490447.532 2008734.867 纬19K2+7801365.5761367.2630132.4777 项目名称：纬十九路 纬19K0+056.297纬19K3+403.599 路基土石方数量计算表路基土石方数量计算表 第 10 页 共 11 页 桩号设计高程(米) 地面高程(米) 横