路 基 土 石 方 数 量 计 算 表.doc

路 基 土 石 方 数 量 计 算 表 S3晋焦高速公路焦作段 第 1 页 共 3 页桩 号横 断 面 积(m2)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(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K0+0003.350.0118.32023.76071.02023.796.696.696.621.7K0+0501.53.950.0201.82040.460121.12040.496.696.696.6105.2K0+1006.650.0201.42040.360120.92040.31176.11176.1201.4974.7K0+1501.547.050.0111.72022.36067.02022.31247.01247.0111.71135.4K0+2003.02.850.0327.42065.560196.52065.571.071.071.0256.5K0+25010.150.0768.920153.860461.320153.8768.9K0+30020.750.01243.220248.660745.920248.61243.2K0+35029.150.02328.820465.8601397.320465.82328.8K0+40064.150.02019.020403.8601211.420403.82019.0K0+45016.750.01519.920304.060911.920304.01519.9K0+50044.150.02115.520423.1601269.320423.12115.5K0+55040.550.02924.220584.8601754.520584.82924.2K0+60076.550.03197.420639.5601918.420639.53197.4K0+65051.450.02914.320582.9601748.620582.92914.3K0+70065.150.02630.020526.0601578.020526.02630.0K0+75040.150.01450.220290.060870.120290.01450.2K0+80018.050.0483.22096.660289.92096.61823.21823.2483.21340.0K0+8501.472.950.053.32010.76032.02010.74413.64413.653.34360.3K0+9000.8103.650.055.72011.16033.42011.14832.44832.455.74776.8K0+9501.589.750.036.8207.46022.1207.44993.64993.636.84956.8K1+000110.150.020.6204.16012.3204.15580.55580.520.65560.0K1+0500.8113.224721.34944.314832.84944.324330.524330.51226.823103.723494.5小 计路 基 土 石 方 数 量 计 算 表 S3晋焦高速公路焦作段 第 2 页 共 3 页桩 号横 断 面 积(m2)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(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K1+0500.8113.250.056.92011.46034.12011.43356.43356.456.93299.6K1+1001.521.150.0848.120169.660508.920169.6527.5527.5527.5320.7K1+15032.550.01851.520370.3601110.920370.31851.5K1+20041.650.02237.720447.5601342.620447.52237.7K1+25047.950.02805.820561.2601683.520561.22805.8K1+30064.350.02692.420538.5601615.520538.52692.4K1+35043.450.01339.120267.860803.420267.81339.1K1+40010.250.0291.32058.360174.82058.31707.21707.2291.31415.9K1+4501.568.350.077.22015.46046.32015.43326.33326.377.23249.1K1+5001.664.850.092.22018.46055.32018.41715.51715.592.21623.3K1+5502.13.950.0774.420154.960464.620154.996.496.496.4678.0K1+60028.950.0762.920152.660457.720152.621.821.821.8741.1K1+6501.60.950.0835.520167.160501.320167.121.821.821.8813.6K1+70031.850.03423.420684.7602054.020684.73423.4K1+750105.150.04143.020828.6602485.820828.64143.0K1+80060.650.03618.620723.7602171.120723.73618.6K1+85084.250.02978.620595.7601787.220595.72978.6K1+90035.050.0951.320190.360570.820190.314.214.214.2937.2K1+9503.10.650.0112.72022.56067.62022.5595.8595.8112.7483.1K2+0001.423.350.072.22014.46043.32014.42517.62517.672.22445.4K2+0501.477.450.072.22014.46043.32014.43022.73022.772.22950.5K2+1001.443.530036.66007.318022.06007.316923.016923.01456.115466.928580.5小 计路 基 土 石 方 数 量 计 算 表 S3晋焦高速公路焦作段 第 3 页 共 3 页桩 号横 断 面 积(m2)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(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K2+1001.443.550.072.02014.46043.22014.41702.71702.772.01630.7K2+1501.424.650.0200.02040.060120.02040.0628.6628.6200.0428.6K2+2006.60.550.01063.720212.760638.220212.712.612.612.61051.1K2+25036.050.02057.520411.5601234.520411.52057.5K2+30046.3100.02404.920481.0601442.920481.0180.2180.2180.22224.8K2+4001.83.650.01302.720260.560781.620260.590.190.190.11212.6K2+45050.350.02434.520486.9601460.720486.92434.5K2+50047.150.02069.120413.8601241.420413.82069.1K2+55035.750.0929.420185.960557.620185.991.291.291.2838.1K2+6001.53.650.072.92014.66043.72014.6365.7365.772.9292.8K2+6501.411.050.073.02014.66043.82014.61299.11299.173.01226.2K2+7001.541.050.074.62014.96044.82014.93154.93154.974.63080.2K2+7501.585.250.073.82014.86044.32014.84063.94063.973.83990.1K2+8001.477.350.055.82011.26033.52011.24768.54768.555.84712.7K2+8500.8113.450.019.7203.96011.8203.92834.82834.819.72815.1K2+90050.0206020K2+95050.041.9208.46025.2208.431.431.431.410.5K3+0001.71.35