1、路基土石方数量计算表 省道S201县城长江大桥引道至七星过境路第1页 共2页S3-7桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K1+50078.270.0020.002025.730607.7501012.820405.1607.71418.0K1+520124.300.0020.0022、202.730660.8501101.320440.5660.81541.9K1+54095.970.0020.002318.130695.4501159.120463.6695.41622.7K1+560135.850.0020.002688.930806.7501344.520537.8806.71882.3K1+580133.040.0020.002255.630676.7501127.820451.1676.71578.9K1+60092.520.0020.001201.830360.550600.920240.41.01.01.0359.4841.2K1+62027.660.10203、.00630.230189.050315.120126.01.01.01.0187.9441.1K1+64035.360.0020.001849.830554.950924.920370.0554.91294.8K1+660149.620.0020.003431.4301029.4501715.720686.31029.42402.0K1+680193.530.0020.006885.1302065.5503442.6201377.02065.54819.6K1+700494.990.0020.009034.6302710.4504517.3201806.92710.46324.2K1+7204、408.470.0020.005456.9301637.1502728.5201091.41637.13819.8K1+740137.220.0014.00972.530291.850486.320194.53.23.23.2288.0680.8K1+7541.710.46349.00305020K2+10338.170.0017.002030.430609.1501015.220406.1609.11421.3K2+120200.710.008.421769.930531.050885.020354.0531.01239.0K2+128.419219.760.0011.582896.03085、68.8501448.020579.2868.82027.2K2+140280.370.0020.005756.2301726.8502878.1201151.21726.94029.4K2+160295.250.0018.034905.8301471.8502452.920981.21471.73434.0小 计5831217494291561166255050001748740818累 计5831217494291561166255050001748740818编制：廖凌霄复核：王子民土12448.7(287m)石29284.5(288m)弃方(到弃土坑K1+740)土5207.5(6066、m)石12150.9(606m)弃方(到弃土坑K1+740)路基土石方数量计算表 省道S201县城长江大桥引道至七星过境路第2页 共2页桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K2+170203.650.0010.001847.830554.350923.920369.61293.557、54.3K2+180165.910.0020.002574.230772.3501287.120514.81801.9772.3K2+20091.510.0020.001406.730422.050703.420281.3984.7422.0K2+22049.160.0020.00915.830274.850457.920183.22.62.62.6638.0274.8K2+24042.430.2620.00763.930229.250382.020152.88.18.18.1525.3229.2K2+26033.970.5520.00339.730101.950169.82067.9213.8、3213.3205.08.3101.9K2+2800.0020.7820.00305020361.2361.2361.2K2+3000.0015.3420.00862.430258.750431.220172.5153.4153.4153.4425.7258.7K2+32086.240.0020.004258.8301277.6502129.420851.82981.21277.6K2+340339.640.0020.009151.2302745.3504575.6201830.26405.82745.3K2+360575.470.0020.0012099.8303629.9506049.929、02420.08469.83629.9K2+380634.500.0020.009779.9302934.0504889.9201956.06845.92934.0K2+400343.480.0020.004245.8301273.7502122.920849.22972.11273.7K2+42081.100.0020.00811.030243.350405.520162.2304.0304.0304.0215.1243.3K2+4400.0030.4020.00513.730154.150256.920102.7304.0304.0304.07.0154.1K2+46051.370.00210、0.004507.3301352.2502253.720901.53155.11352.2K2+480399.360.0020.008455.1302536.5504227.6201691.05918.62536.5K2+500446.150.0020.007714.5302314.4503857.3201542.95400.22314.4K2+520325.300.0020.005209.4301562.8502604.7201041.93646.61562.8K2+540195.650.0020.002934.430880.3501467.220586.92054.1880.3K2+56097.800.00小 计78391235173919615678395539549773705374123517累 计13670341011683522734139603959098203707122864336编制：廖凌霄复核：李宪伟土4814.8(253m)石2354.4(246m)弃方(到弃土坑K2+300)土428.6(40m)土48497.1(279m)石21162.2(279m)弃方(到弃土坑K2+300)