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路基 宽度 26 行车道 3.75 公路 一级 车道 高速公路 说明书 土方 计算 30 CAD

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路基宽度26米行车道宽4×3.75米公路一级四车道高速公路（说明书、土方计算表、30张CAD图）,路基,宽度,26,行车道,3.75,公路,一级,车道,高速公路,说明书,土方,计算,30,CAD

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路基土石方数量计算表某高速公路K84+900K85+913.62段第 1 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)借 方 数 量弃 方 数 量备 注面 积总数量土石(m3)及运距(m3)及运距(m2)本桩利用填 缺挖 余远运利用及纵向调配示意(Km)(Km)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土石土石12356789101112131415161718192021222324252627282930313233K84+9000.3119.941K84+9050.5876.83552.245200.449601.347200.44941.9441.942.24539.695K84+9852.422 353.69大、中桥梁K85+0001.507 377.931529.467520 5.8935 60 17.6805 205.89355487.125487.1229.46755457.65K85+0202.06189.122035.67207.1346021.402207.1345670.525670.5235.675634.85K85+037.2811.954 65.001 17.281 34.682967 20 6.93659 60 20.8098 20 6.936592195.7671 2195.767134.6832161.08K85+0402.706 51.385 2.7196.3352720 1.26705 60 3.80116 20 1.26705158.22677 158.226776.33527151.891K85+06061.166 143.6720638.7220 127.744 60 383.232 20 127.7441950.571950.57638.721311.85K85+0803.276 69.26520644.4220 128.884 60 386.652 20 128.8842129.372129.37644.421484.95K85+100266.48202697.5620 539.512 60 1618.54 20 539.512692.65692.65692.652004.91K85+120547.2208136.820 1627.36 60 4882.08 20 1627.368136.8K85+130685.5106163.4920 1232.7 60 3698.09 201232.76163.49K85+140809.06107472.78520 1494.56 60 4483.67 20 1494.567472.79K85+1601157.22019662.3120 3932.46 60 11797.4 20 3932.4619662.3K85+1801304.32024614.320 4922.86 60 14768.6 20 4922.8624614.3K85+2001104.62024088.5920 4817.72 60 14453.2 20 4817.7224088.6K85+220586.822016914.2120 3382.84 60 10148.5 20 3382.8416914.2K85+240453.352010401.7320 2080.35 60 6241.04 20 2080.3510401.7K85+260164.46 4.235206178.1120 1235.62 60 3706.87 20 1235.6242.3542.3542.356135.76K85+278.35113.666 60.628 18.351 1634.3768 20 326.875 60 980.626 20 326.875595.15046 595.15046595.151039.23K85+28020.562 89.287 1.649 28.220986 20 5.6442 60 16.9326 205.6442123.60492 123.6049228.22195.3839K85+3001.531 188.8620220.9320 44.186 60 132.558 2044.1862781.432781.43220.932560.5K85+3202.154 265.392036.85207.376022.11207.374542.54542.536.854505.65K85+3402.627 257.812047.81209.5626028.686209.5625232.025232.0247.815184.21K85+3601.408 217.192040.35208.076024.21208.074750.014750.0140.354709.66K85+3802.799 243.862042.07208.4146025.242208.4144610.494610.4942.074568.42K85+4003.988 252.452067.8720 13.574 6040.7222013.5744963.034963.0367.874895.16小 计129839.92596877903.92596845966.749 45966.7493205.7942761126634累 计129839.92596877903.92596845966.749 45966.7493205.7942761126634编制：复核：路基土石方数量计算表某高速公路K84+900K85+913.62段第 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)借 方 数 量弃 方 数 量备 注面 积总数量土石(m3)及运距(m3)及运距(m2)本桩利用填 缺挖 余远运利用及纵向调配示意(Km)(Km)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土石土石12356789101112131415161718192021222324252627282930313233K85+4003.988 252.45K85+4208.582 301.0320125.72025.146075.422025.145534.745534.74125.75409.04K85+4406.408266.520149.92029.986089.942029.985675.275675.27149.95525.37K85+46013.961 176.4420203.6920 40.738 60 122.214 2040.7384429.424429.42203.694225.73K85+480364.69 36.294203786.5420 757.308 60 2271.92 20 757.3082127.362127.362127.361659.18K85+500586.38 26.991209510.7320 1902.15 60 5706.44 20 1902.15632.85632.85632.858877.88K85+519.421499.8219.421 10547.535 20 2109.51 60 6328.52 20 2109.51262.09611 262.09611262.09610285.4K85+520486.960.579 285.67339 20 57.1347 60 171.404 20 57.1347285.673K85+540257.49 90.82207444.4920 1488.9 60 4466.69 201488.9908.2908.2908.26536.29K85+56038.038 237.28202955.2420 591.048 60 1773.14 20 591.0483281.013281.012955.24325.77K85+5802.571 421.4320406.0920 81.218 60 243.654 2081.2186587.116587.11406.096181.02K85+6005.787 454.582083.5820 16.716 6050.1482016.7168760.18760.183.588676.52K85+6205.641 296.9720114.2820 22.856 6068.5682022.8567515.57515.5114.287401.22K85+6403.821 156.042094.6220 18.924 6056.7722018.9244530.074530.0794.624435.45K85+660143.33 21.264201471.5220 294.304 60 882.912 20 294.3041773.011773.011471.52301.49K85+679.421303.2619.421 4336.6316 20 867.326 60 2601.98 20 867.326206.48407 206.48407206.4844130.15K85+680266.92.0640.579 165.06103 20 33.0122 60 99.0366 20 33.01220.5975280.5975280.59753164.464K85+700225.34204922.4120 984.482 60 2953.45 20 984.48220.6420.6420.644901.77K85+72015.954 130.77202412.9720 482.594 60 1447.78 20 482.5941307.731307.731307.731105.24K85+7404.775 571.4320207.2920 41.458 60 124.374 2041.45870227022207.296814.71K85+7504.729 610.781047.52209.5046028.512209.5045911.025911.0247.525863.5K85+8301.125 742.07大、中桥梁K85+8401.125 729.561011.25202.25606.75202.257358.117358.1111.257346.86K85+8600.88730.782020.05204.016012.03204.0114603.414603.420.0514583.4K85+8800.9552.572017.8203.566010.68203.5612833.4912833.4917.812815.7K85+9000.88469.262017.8203.566010.68203.56102