路基土石方数量计算表.doc
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1、路 基 土 石 方 数 量 计 算 表 S3 第 1 页 共 28 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+0006.325.0196.62039.360118.020
2、39.3196.6K0+0259.425.0271.42054.360162.82054.3271.4K0+05012.325.0328.62065.760197.22065.7328.6K0+07514.025.0369.42073.960221.62073.9369.4K0+10015.625.0306.72061.360184.02061.3306.7K0+1258.925.0161.02032.26096.62032.21.21.21.2159.7K0+1503.90.125.067.22013.46040.32013.438.138.138.129.1K0+1751.42.925.0
3、36.0207.26021.6207.2199.4199.436.0163.4K0+2001.413.025.036.0207.26021.6207.2441.7441.736.0405.7K0+2251.422.325.036.0207.26021.6207.2669.4669.436.0633.4K0+2501.431.225.036.0207.26021.6207.2877.5877.536.0841.5K0+2751.439.025.036.0207.26021.6207.21203.51203.536.01167.5K0+3001.457.325.036.0207.26021.620
4、7.21217.71217.736.01181.7K0+3251.440.125.036.0207.26021.6207.2888.0888.036.0852.0K0+3501.430.925.036.0207.26021.6207.2707.7707.736.0671.7K0+3751.425.725.036.0207.26021.6207.2561.8561.836.0525.8K0+4001.419.325.036.0207.26021.6207.2407.8407.836.0371.8K0+4251.413.425.036.0207.26021.6207.2223.0223.036.0
5、187.0K0+4501.44.525.061.92012.46037.22012.457.757.757.74.2K0+4753.50.125.0128.82025.86077.32025.81.81.81.8127.0K0+5006.825.0102.92020.66061.72020.640.340.340.362.5K0+5251.43.22390.5478.11434.3478.17536.57536.5535.17001.41855.4小 计路 基 土 石 方 数 量 计 算 表 S3 第 2 页 共 28 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3
6、)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+5251.43.225.036.0207.26021.6207.2142.3142.336.0106.3K0+5501.48.225.036.0207.26021.6207.2255.8255.836.
7、0219.8K0+5751.412.325.036.0207.26021.6207.2437.3437.336.0401.3K0+6001.422.725.036.0207.26021.6207.2534.2534.236.0498.2K0+6251.420.125.036.0207.26021.6207.2469.6469.636.0433.6K0+6501.417.525.036.0207.26021.6207.2407.3407.336.0371.3K0+6751.415.125.036.0207.26021.6207.2347.3347.336.0311.3K0+7001.412.72
8、5.036.0207.26021.6207.2392.0392.036.0356.0K0+7251.418.625.036.0207.26021.6207.2608.3608.336.0572.3K0+7501.430.025.036.0207.26021.6207.2888.9888.936.0852.9K0+7751.441.125.036.0207.26021.6207.21206.21206.236.01170.2K0+8001.455.425.036.0207.26021.6207.21340.51340.536.01304.5K0+8251.451.825.036.0207.260
9、21.6207.21264.81264.836.01228.8K0+8501.449.325.036.0207.26021.6207.21191.01191.036.01155.0K0+8751.445.925.036.0207.26021.6207.21118.61118.636.01082.6K0+9001.443.625.036.0207.26021.6207.21048.11048.136.01012.1K0+9251.440.325.036.0207.26021.6207.2967.7967.736.0931.7K0+9501.437.125.036.0207.26021.6207.
10、2889.6889.636.0853.6K0+9751.434.025.036.0207.26021.6207.2813.7813.736.0777.7K1+0001.431.125.036.0207.26021.6207.2729.9729.936.0693.9K1+0251.427.325.036.0207.26021.6207.2642.8642.836.0606.8K1+0501.424.1756.0151.2453.6151.215695.815695.8756.014939.8小 计路 基 土 石 方 数 量 计 算 表 S3 第 3 页 共 28 页桩 号横 断 面 积(m2)距
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