總長5.165KM二級公路設(shè)計【說明書+CAD圖紙】,說明書+CAD圖紙,總長,5.165,KM,二級,公路,設(shè)計,說明書,CAD,圖紙 路基土石方數(shù)量計算表第 1 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運(yùn)距(m3)及運(yùn)距(m2)本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K0+982.8511.401 25.759 1.163 1.5799355 200.31660 0.94796 20 0.3159932.811138 32.811141.5799431.2312K1+0002.1021.466 17.149 30.036474 20 6.0073 60 18.0219 20 6.00729233.44076 233.440830.0365203.404K1+02010.71620128.1820 25.636 6076.9082025.63614.6614.6614.66113.52K1+04012.00420227.22045.4460136.322045.44227.2K1+041.33611.7641.336 15.877024 20 3.1754 60 9.52621 203.175415.877K1+053.7908.612.454 126.80663 20 25.361 6076.08420 25.3613126.807K1+0607.9610.16.2151.421905 20 10.284 60 30.8531 20 10.28440.31050.31050.310551.1114K1+073.76116.71913.761 169.81074 20 33.962 60 101.886 20 33.96210.688050.688050.68805169.123K1+08022.6776.239 122.89582 20 24.579 60 73.7375 20 24.5792122.896K1+095.60749.88815.607 566.26098 20 113.25 60 339.757 20 113.252566.261K1+097.15752.6921.5579.49952015.960 47.6997 20 15.899979.4995K1+10056.8682.843 155.73954 20 31.148 60 93.4437 20 31.1479155.74K1+111.60464.83711.604 706.13241 20 141.23 60 423.679 20 141.226706.132K1+12064.2798.396 542.02897 20 108.41 60 325.217 20 108.406542.029K1+134.35467.61614.354 946.61042 20 189.32 60 567.966 20 189.322946.61K1+14070.5055.646 389.91558 20 77.983 60 233.949 20 77.9831389.916K1+16085.159201556.6420 311.33 60 933.984 20 311.3281556.64K1+180109.31201944.6920 388.94 60 1166.81 20 388.9381944.69K1+190.204120.5510.204 1172.7661 20 234.55 60703.6620 234.5531172.77K1+193.7611223.557 431.38407 20 86.277 60258.8320 86.2768431.384K1+200122.76.239 763.33229 20 152.67 60 457.999 20 152.666763.332K1+220121.41202441.0720 488.21 60 1464.64 20 488.2142441.07小 計12569.87825147541.932513.98281.91045 281.910547.275234.63512522.6累 計12569.87825147541.932513.98281.91045 281.910547.275234.63512522.6編制：復(fù)核：路基土石方數(shù)量計算表第 2 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運(yùn)距(m3)及運(yùn)距(m2)本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K1+220121.41K1+240109.08202304.9120 460.98 60 1382.95 20 460.9822304.91K1+26084.371201934.5120386.960 1160.71 20 386.9021934.51K1+269.50751.7229.507 646.91808 20 129.38 60 388.151 20 129.384646.918K1+271.62142.2772.114 99.356943 20 19.871 60 59.6142 20 19.871499.3569K1+277.53020.8655.909 186.55304 20 37.311 60 111.932 20 37.3106186.553K1+278.9878.1180.0081.457 21.114116 20 4.2228 60 12.6685 20 4.222820.0058280.0058280.0058321.1083K1+2803.5511.4931.013 5.9103485 20 1.1821 60 3.54621 20 1.182070.7602565 0.7602560.760265.15009K1+286.2051.535 11.168 6.205 15.779315 20 3.1559 60 9.46759 20 3.1558639.280752 39.2807515.779323.5014K1+295.7201.411 32.391 9.515 14.015595 20 2.8031 60 8.40936 20 2.80312207.23194 207.231914.0156193.216K1+298.6651.418 45.278 2.945 4.1657025 20 0.8331 60 2.49942 20 0.83314114.3676114.36764.1657110.202K1+3001.418 49.943 1.3351.8930320 0.3786 60 1.13582 20 0.3786163.560018 63.560021.8930361.667K1+308.5731.396 71.301 8.573 12.062211 20 2.4124 60 7.23733 20 2.41244519.71241 519.712412.0622507.65K1+312.3011.422 97.311 3.7285.25275220 1.0506 60 3.15165 20 1.05055314.29277 314.29285.25275309.04K1+312.4211.422 98.7240.120.1706420 0.0341 60 0.10238 20 0.0341311.762111.76210.1706411.5915K1+313.3711.557 108.450.951.415025200.28360 0.84902 20 0.2830198.408698.40861.4150396.9936K1+313.5401.595 109.87 0.1690.26634420 0.0533 60 0.15981 20 0.0532718.448462 18.448460.2663418.1821K1+3201.62134.946.4610.3844520 2.0769 60 6.23067 20 2.07689790.75568 790.755710.3845780.371K1+3401.57187.992031.9206.386019.14206.383229.293229.2931.93197.39K1+358.5671.654 208.67 18.567 29.930004 205.9866017.958205.9863682.3745 3682.37529.933652.44K1+3601.654 208.79 1.4332.370182200.47460 1.42211 20 0.47404299.11224 299.11222.37018296.742K1+368.0121.392 207.87 8.012 12.202276 20 2.4405 60 7.32137 20 2.440461669.1279 1669.12812.20231656.93K1+3801.289 196.46 11.988 16.069914 203.21460 9.64195 20 3.213982423.532423.5316.06992407.46K1+4001.261 158.722025.5205.16015.3205.13551.753551.7525.53526.25K1+405.5261.326 157.04 5.5267.14788120 1.4296 60 4.28873 20 1.42958872.44488 872.44497.14788865.297K1+4201.401169.4 14.474 19.735299 20 3.9471 60 11.8412 20 3.947062362.4825 2362.48219.73532342.75小 計5409.53311081.93245.721081.9120268.69920268.7211.02720057.75198.51累 計17979.4123595.910787.63595.8820550.609 20550.61258.30220292.317721.1編制：復(fù)核：路基土石方數(shù)量計算表第 3 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運(yùn)距(m3)及運(yùn)距(m2)本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K1+4201.401K1+423.6381.401 176.65 3.6385.09683820 1.0194 603.058120 1.01937629.45949 629.45955.09684624.363K1+433.8261.492 176.54 10.188 14.736942 20 2.9474 60 8.84217 20 2.947391799.1551799.15514.73691784.42K1+4401.485 178.83 6.1749.189999201.838605.514201.8381097.03031097.039.191087.84K1+445.6191.569 184.31 5.6198.580213201.71660 5.14813 20 1.716041020.2194 1020.2198.580211011.64K1+4601.546172.9 14.381 22.398408 20 4.4797 6013.43920 4.479682568.4612568.46122.39842546.06K1+4801.498 154.392030.44206.0886018.264206.0883272.893272.8930.443242.45K1+495.1521.478 131.15 15.152 22.546176 20 4.5092 60 13.5277 20 4.509242163.2435 2163.24322.54622140.7K1+5001.511 123.89 4.8487.24533620 1.4491 604.347220 1.44907618.20484 618.20487.24534610.96K1+500.0241.511 123.86 0.0240.03626420 0.0073 60 0.02176 20 0.007252.9729642.9729640.036262.9367K1+506.6961.534116.26.67210.1581220 2.0316 60 6.09487 20 2.03162800.83349 800.833510.1581790.675K1+5201.461 86.814 13.304 19.9227420 3.9845 60 11.9536 20 3.984551350.4425 1350.44219.92271330.52K1+5401.483 55.8772029.44205.8886017.664205.8881426.911426.9129.441397.47K1+5601.60327.012030.86206.1726018.516206.172828.87828.8730.86798.01K1+5801.437 12.0242030.4206.086018.24206.08390.34390.3430.4359.94K1+585.3832.2118.2665.3839.81859220 1.9637 60 5.89116 20 1.9637254.610535 54.610549.8185944.7919K1+587.2142.8197.6841.8314.604965200.92160 2.76298 20 0.9209914.602225 14.602224.604969.99726K1+6004.5491.809 12.786 47.103624 20 9.4207 60 28.2622 20 9.4207260.688749 60.6887547.103613.5851K1+62016.45520210.0420 42.008 60 126.024 2042.00818.0918.0918.09191.95K1+636.53633.39616.536 412.16807 20 82.434 60 247.301 20 82.4336412.168K1+64035.7043.464119.681220 23.936 60 71.8087 20 23.9362119.681K1+640.05335.7750.053 1.8941935 20 0.3788 60 1.13652 20 0.378841.89419K1+642.04738.9321.994 74.482879 20 14.897 60 44.6897 20 14.896674.4829K1+647.63138.3235.584 215.69596 20 43.139 60 129.418 20 43.1392215.696K1+652.20037.4394.569 173.07829 20 34.616 60 103.847 20 34.6157173.078K1+66039.0647.8298.361720 59.672 60 179.017 20 59.6723298.362小 計1807.9805361.61084.79361.59618117.024 18117.02320.66817796.41487.31累 計19787.3923957.511872.43957.4838667.633 38667.63578.9738088.719208.4編制：復(fù)核：路基土石方數(shù)量計算表第 4 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運(yùn)距(m3)及運(yùn)距(m2)本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K1+66039.064K1+661.47439.3181.474 57.767534 20 11.554 60 34.6605 20 11.553557.7675K1+68036.97618.526 706.71132 20 141.34 60 424.027 20 141.342706.711K1+692.40537.54412.405 462.210320 92.442 60 277.326 20 92.4421462.21K1+70036.6157.595281.618820 56.324 60 168.971 20 56.3238281.619K1+700.40336.5560.403 14.743957 20 2.9488 60 8.84637 20 2.9487914.744K1+706.09533.9975.692 200.79384 20 40.159 60 120.476 20 40.1588200.794K1+706.82633.9430.73124.8320720 4.9664 60 14.8992 20 4.9664124.8321K1+715.98837.3889.162 326.76731 20 65.353 60196.0620 65.3535326.767K1+72037.3284.012149.880320 29.976 60 89.9282 20 29.9761149.88K1+74031.80520691.3320 138.27 60 414.798 20 138.266691.33K1+76026.25320580.5820 116.12 60 348.348 20 116.116580.58K1+770.79625.06210.796 276.99837 2055.460 166.199 20 55.3997276.998K1+78028.2369.204245.277420 49.055 60 147.166 20 49.0555245.277K1+780.67228.360.672 19.016256 20 3.8033 60 11.4098 20 3.8032519.0163K1+789.21025.4488.538 229.70635 20 45.941 60 137.824 20 45.9413229.706K1+80028.27810.79 289.85177 2057.9760 173.911 20 57.9704289.852K1+800.78128.4770.781 22.162827 20 4.4326 60 13.2977 20 4.4325722.1628K1+806.09527.4765.314 148.66712 20 29.733 60 89.2003 20 29.7334148.667K1+82023.70713.905 355.84981 2071.1760213.512071.17355.85K1+827.3259.792.0757.325 122.68276 20 24.537 60 73.6097 20 24.53667.5996875 7.5996887.59969115.083小 計5207.44811041.53124.471041.497.5996875 7.5996887.599695199.85累 計24994.84499914996.94998.9738675.232 38675.23586.5738088.724408.3編制：復(fù)核：路基土石方數(shù)量計算表第 5 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運(yùn)距(m3)及運(yùn)距(m2)本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K1+827.3259.792.075K1+830.8724.247.7833.547 24.882205 20 4.9764 60 14.9293 20 4.9764417.483163 17.4831617.48327.39904K1+835.7581.579 14.955 4.886 14.215817 20 2.8432 60 8.52949 20 2.8431655.548934 55.5489314.215841.3331K1+8401.501 17.886 4.2426.5326820 1.3065 60 3.91961 20 1.3065469.655761 69.655766.5326863.1231K1+8601.484 43.6392029.85205.976017.91205.97615.25615.2529.85585.4K1+8801.437 79.8822029.21205.8426017.526205.8421235.211235.2129.211206K1+896.5461.551 115.48 16.546 24.719724 20 4.9439 60 14.8318 20 4.943941616.22981616.2324.71971591.51K1+9001.541 121.56 3.4545.339884201.06860 3.20393 20 1.06798409.37153 409.37155.33988404.032K1+9201.513123.62030.54206.1086018.324206.1082451.62451.630.542421.06K1+9401.466 104.952029.79205.9586017.874205.9582285.482285.4829.792255.69K1+940.7521.466 104.34 0.7521.10243220 0.2205 60 0.66146 20 0.2204978.693416 78.693421.1024377.591K1+9601.542 77.772 19.248 28.948992 20 5.7898 60 17.3694 205.78981752.6555 1752.65628.9491723.71K1+973.9981.335 47.188 13.998 20.136123 20 4.0272 60 12.0817 20 4.02722874.59504874.59520.1361854.459K1+976.8651.375 39.605 2.8673.884785200.77760 2.33087 20 0.77696124.41777 124.41783.88478120.533K1+9801.421 30.183 3.1354.3827320 0.8765 60 2.62964 20 0.87655109.39269 109.39274.38273105.01K2+0001.4028.6952028.23205.6466016.938205.646388.78388.7828.23360.55小 計281.7653756.353169.05956.353112084.364 12084.36274.366118107.39904累 計25276.6065055.3151665055.3250759.59650759.6860.93649898.724415.7編制：復(fù)核：