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毕业设计 高速公路 设计

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毕业设计(高速公路设计）,毕业设计,高速公路,设计

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路基土石方数量计算表第 1 页 共 4 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12356789101112131415161718192021222324252627282930313233K34+560.301666.04平均断面法（一般推荐采用）K34+580593.5119.699 12405.869 20 2481.17 60 7443.52 20 2481.1712405.9K34+600972.642015661.4220 3132.28 60 9396.85 20 3132.2815661.4K34+620499.832014724.6320 2944.93 60 8834.78 20 2944.9314724.6K34+640366.18208660.0220173260 5196.01 2017328660.02K34+6608.763 87.257203749.3920 749.878 60 2249.63 20 749.878872.57872.57872.572876.82K34+68013.259 615.2820220.2220 44.044 60 132.132 2044.0447025.377025.37220.226805.15K34+7008.938 1140.420221.9720 44.394 60 133.182 2044.39417556.7417556.74221.9717334.8K34+72017.991 1435.620269.2920 53.858 60 161.574 2053.85825759.6925759.69269.2925490.4K34+74010.18 996.8520281.7120 56.342 60 169.026 2056.34224324.2824324.28281.7124042.6K34+76010.921 429.8120211.0120 42.202 60 126.606 2042.20214266.6314266.63211.0114055.6K34+7803.168 291.4420140.8920 28.178 6084.5342028.1787212.467212.46140.897071.57K34+80019.914 34.20420230.8220 46.164 60 138.492 2046.1643256.43256.4230.823025.58K34+820311.51203314.2520 662.85 60 1988.55 20662.85342.04342.04342.042972.21K34+840477.61207891.2320 1578.25 60 4734.74 20 1578.257891.23K34+860470.76209483.7520 1896.75 60 5690.25 20 1896.759483.75K34+88093.48205642.4320 1128.49 60 3385.46 20 1128.495642.43K34+90031.306 10.673201247.8620 249.572 60 748.716 20 249.572106.73106.73106.731141.13K34+92054.354 41.84620856.620 171.32 60513.9620171.32525.19525.19525.19331.41K34+940114.74 2.245201690.9220 338.184 60 1014.55 20 338.184440.91440.91440.911250.01K34+96073.696 72.525201884.3420 376.868 601130.620 376.868747.7747.7747.71136.64K34+98069.921 101.69201436.1720 287.234 60 861.702 20 287.2341742.191742.191436.17306.02K35+000357.68 48.133204276.0520 855.21 60 2565.63 20855.211498.271498.271498.272777.78K35+02073.365 86.347204310.4920 862.098 60 2586.29 20 862.0981344.81344.81344.82965.69K35+0401.448 127.5220748.1320 149.626 60 448.878 20 149.6262138.692138.69748.131390.56K35+0601.44432028.48205.6966017.088205.6965705.225705.2228.485676.74K35+0801.97411.712033.7206.746020.22206.748547.128547.1233.78513.42小 计99621.63919924.35977319924.31234131234139700.611371289921累 计99621.63919924.35977319924.31234131234139700.611371289921编制：复核：路基土石方数量计算表第 2 页 共 4 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12356789101112131415161718192021222324252627282930313233K35+0801.97411.71K35+1002.176 237.862041.46208.2926024.876208.2926495.716495.7141.466454.25K35+12042.971 58.91320451.4720 90.294 60 270.882 2090.2942967.722967.72451.472516.25K35+14030.596 89.21520735.6720 147.134 60 441.402 20 147.1341481.281481.28735.67745.61K35+16031.444 97.93220620.420 124.08 60372.2420124.081871.471871.47620.41251.07K35+18050.059 88.63620815.0320 163.006 60 489.018 20 163.0061865.681865.68815.031050.65K35+20056.054 83.771201061.1320 212.226 60 636.678 20 212.2261724.071724.071061.13662.94K35+220392.41204484.6620 896.932 602690.820 896.932837.71837.71837.713646.95K35+240408.67208010.7920 1602.16 60 4806.47 20 1602.168010.79K35+260306.35207150.1520 1430.03 60 4290.09 20 1430.037150.15K35+280141.89 22.783204482.3820 896.476 60 2689.43 20 896.476227.83227.83227.834254.55K35+30050.391 74.119201922.8120 384.562 60 1153.69 20 384.562969.02969.02969.02953.79K35+3201.947 351.8620523.3820 104.676 60 314.028 20 104.6764259.764259.76523.383736.38K35+3401.643 254.612035.9207.186021.54207.186064.716064.7135.96028.81K35+3602.381 281.082040.24208.0486024.144208.0485356.925356.9240.245316.68K35+3802.62578.192050.0120 10.002 6030.0062010.0028592.718592.7150.018542.7K35+4007.437177.420100.5720 20.114 6060.3422020.1147555.97555.9100.577455.33K35+420213.6202210.3920 442.078 60 1326.23 20 442.0781773.971773.971773.97436.42K35+440100.89 43.662203144.8820 628.976 60 1886.93 20 628.976436.62436.62436.622708.26K35+460183.72 54.727202846.0720 569.214 60 1707.64 20 569.214983.89983.89983.891862.18K35+48058.579 13.1820242320484.6601453.820484.6679.07679.07679.071743.93K35+500207.31 6.842202658.8720 531.774 60 1595.32 20 531.774200.22200.22200.222458.65K35+520388.75205960.6220 1192.12 60 3576.37 20 1192.1268.4268.4268.425892.2K35+54071.158 49.685204599.1220 919.824 60 2759.47 20 919.824496.85496.85496.854102.27K35+5601.364426.420725.2220 145.044 60 435.132 20 145.0444760.864760.86725.224035.64K35+5801.714 373.252030.78206.1566018.468206.1567996.557996.5530.787965.77K35+6002.032 484.932037.46207.4926022.476207.4928581.838581.8337.468544.37小 计55162.4611032.533097.511032.576248.7776248.7711942.364306.543220.1累 计154784.130956.892870.530956.8199661.77 199661.7721642.9178019133141编制：复核：路基土石方数量计算表第 3 页 共 4 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12356789101112131415161718192021222324252627282930313233K35+6002.032 484.93K35+6202.11566.892041.42208.2846024.852208.28410518.1910518.1941.4210476.8K35+6402.032 548.172041.42208.2846024.852208.28411150.5911150.5941.4211109.2K35+6602.194 676.392042.26208.4526025.356208.45212245.5612245.5642.2612203.3K35+6808.707129.220109.0120 21.802 6065.4062021.8028055.888055.88109.017946.87K35+700116.99 0.008201257.0120 251.402 60 754.206 20 251.4021292.091292.091257.0135.08K35+720154.06202710.5320 542.106 60 1626.32 20 542.1060.080.080.082710.45K35+74072.677 34.65202267.3620 453.472 60 1360.42 20 453.472346.5346.5346.51920.86K35+760104.480.14201771.5820 354.316 60 1062.95 20 354.316347.9347.9347.91423.68K35+780339.93204444.1420 888.828 60 2666.48 20 888.8281.41.41.44442.74K35+80095.128 27.27204350.6120 870.122 60 2610.37 20 870.122272.7272.7272.74077.91K35+82029.196 70.994201243.2420 248.648 60 745.944 20 248.648982.64982.64982.64260.6K35+84015.925 127.2720451.2120 90.242 60 270.726 2090.2421982.631982.63451.211531.42K35+8603.048 218.0320189.7320 37.946 60 113.838 2037.9463453.013453.01189.733263.28K35+8803.012 188.212060.62012.126036.362012.124062.454062.4560.64001.85K35+90073.364 57.43520763.7620 152.752 60 458.256 20 152.7522456.482456.48763.761692.72K35+920142.84202162.0220 432.404 60 1297.21 20 432.404574.35574.35574.351587.67K35+940290.78204336.1820 867.236 60 2601.71 20 867.2364336.18K35+960404.06206948.4120 1389.68 60 4169.05 20 1389.686948.41K35+980262.66206667.2420 1333.45 60 4000.34 20 1333.456667.24K36+000166.28204289.4420 857.888 60 2573.66 20 857.8884289.44K36+020344.11205103.9320 1020.79 60 3062.36 20 1020.795103.93K36+04044.654 136.51203887.6620 777.532 602332.620 777.5321365.071365.071365.072522.59K36+06053.1320.9520977.8420 195.568 60 586.704 20 195.5681574.571574.57977.84596.73K36+08028.385 46.06720815.1520 163.03 60489.0920163.03670.17670.17670.17144.98K36+10029.881 77.78720582.6620 116.532 60 349.596 20 116.5321238.541238.54582.66655.88K36+1202.064 640.8320319.452063.8960191.672063.897186.197186.19319.456866.74小 计55833.8611166.833500.311166.869776.9969776.999397.1860379.846436.7累 计210617.9642123.612637142123.6269438.76 269438.7631040.1238399179578编制：复核：路基土石方数量计算表第 4 页 共 4 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12356789101112131415161718192021222324252627282930313233K36+1202.064 640.83K36+1402.032 650.092040.96208.1926024.576208.19212909.2212909.2240.9612868.3K36+1601.649 297.042036.81207.3626022.086207.3629471.329471.3236.819434.51K36+18089.158 44.20120908.0720 181.614 60 544.842 20 181.6143412.433412.43908.072504.36K36+200300.98203901.3320 780.266 602340.820 780.266442.01442.01442.013459.32K36+220346.51206474.8920 1294.98 60 3884.93 20 1294.986474.89K36+240262.38206088.9320 1217.79 60 3653.36 20 1217.796088.93K36+260262.57205249.4920 1049.9 60 3149.69 201049.95249.49K36+280244.47205070.4420 1014.09 60 3042.26 20 1014.095070.44K36+30090.796 5.597203352.720 670.54 60 2011.62 20670.5455.9755.9755.973296.73K36+32062.338 53.185201531.3