路基土石方數(shù)量計(jì)算表

1、路 基 土 石 方 數(shù) 量 計(jì) 算 表 S3 第 1 頁(yè) 共 28 頁(yè)樁 號(hào)橫 斷 面 積(m2)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(m3)及運(yùn)距(Km)棄方數(shù)量(m3)及運(yùn)距(Km)總 運(yùn) 量(m3Km)備 注總數(shù)量土石挖填本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用縱向調(diào)配示意土石數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)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 計(jì)路 基 土 石 方 數(shù) 量 計(jì) 算 表 S3 第 2 頁(yè) 共 28 頁(yè)樁 號(hào)橫 斷 面 積(m2)距離(m)挖 方 分 類 及 數(shù) 量 (m3

6、)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配 (m3)借方數(shù)量(m3)及運(yùn)距(Km)棄方數(shù)量(m3)及運(yùn)距(Km)總 運(yùn) 量(m3Km)備 注總數(shù)量土石挖填本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用縱向調(diào)配示意土石數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)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 計(jì)路 基 土 石 方 數(shù) 量 計(jì) 算 表 S3 第 3 頁(yè) 共 28 頁(yè)樁 號(hào)橫 斷 面 積(m2)距

11、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(m3)及運(yùn)距(Km)棄方數(shù)量(m3)及運(yùn)距(Km)總 運(yùn) 量(m3Km)備 注總數(shù)量土石挖填本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用縱向調(diào)配示意土石數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K1+0501.424.125.036.0207.26021.6207.2565.0565.036.0529.0K1+0751.421.125.036.0207.26

12、021.6207.2495.6495.636.0459.6K1+1001.418.525.036.0207.26021.6207.2449.0449.036.0413.0K1+1251.417.425.036.0207.26021.6207.2425.2425.236.0389.2K1+1501.416.625.036.0207.26021.6207.2429.4429.436.0393.4K1+1751.417.725.036.0207.26021.6207.2452.5452.536.0416.5K1+2001.418.525.036.0207.26021.6207.2472.1472.1

13、36.0436.1K1+2251.419.325.036.0207.26021.6207.2482.7482.736.0446.7K1+2501.419.325.036.0207.26021.6207.2484.2484.236.0448.2K1+2751.419.425.036.0207.26021.6207.2494.9494.936.0458.9K1+3001.420.225.036.0207.26021.6207.2496.4496.436.0460.4K1+3251.419.525.036.0207.26021.6207.2479.4479.436.0443.4K1+3501.418

14、.825.036.0207.26021.6207.2462.6462.636.0426.6K1+3751.418.225.036.0207.26021.6207.2464.0464.036.0428.0K1+4001.419.025.036.0207.26021.6207.2502.4502.436.0466.4K1+4251.421.225.036.0207.26021.6207.2541.3541.336.0505.3K1+4501.422.125.036.0207.26021.6207.2561.8561.836.0525.8K1+4751.422.925.036.0207.26021.

15、6207.2582.6582.636.0546.6K1+5001.423.725.036.0207.26021.6207.2603.6603.636.0567.6K1+5251.424.625.036.0207.26021.6207.2494.9494.936.0458.9K1+5501.415.025.036.0207.26021.6207.2257.4257.436.0221.4K1+5751.45.6756.0151.2453.6151.210196.910196.9756.09440.9小 計(jì)路 基 土 石 方 數(shù) 量 計(jì) 算 表 S3 第 4 頁(yè) 共 28 頁(yè)樁 號(hào)橫 斷 面 積(m

16、2)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(m3)及運(yùn)距(Km)棄方數(shù)量(m3)及運(yùn)距(Km)總 運(yùn) 量(m3Km)備 注總數(shù)量土石挖填本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用縱向調(diào)配示意土石數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K1+5751.45.625.065.32013.16039.22013.171.071.065.35.7K1+6003.80.125.0120.72024.1

17、6072.42024.11.41.41.4119.3K1+6255.90.025.0185.72037.160111.42037.10.00.00.0185.7K1+6509.025.0249.12049.860149.52049.8249.1K1+67510.925.0315.32063.160189.22063.1315.3K1+70014.325.0330.92066.260198.52066.2330.9K1+72512.225.0278.72055.760167.22055.7278.7K1+75010.125.0227.12045.460136.32045.4227.1K1+775

18、8.125.0176.52035.360105.92035.3176.5K1+8006.125.0208.62041.760125.12041.7208.6K1+82510.625.0239.82048.060143.92048.0239.8K1+8508.625.0205.22041.060123.12041.0205.2K1+8757.825.0203.92040.860122.32040.8203.9K1+9008.525.0131.62026.36079.02026.34.34.34.3127.3K1+9252.10.325.046.6209.36027.9209.39.89.89.8

19、36.8K1+9501.70.425.041.5208.36024.9208.310.910.910.930.6K1+9751.70.425.043.4208.76026.0208.710.210.210.233.2K2+0001.80.425.040.6208.16024.4208.1130.0130.040.689.4K2+0251.410.025.036.0207.26021.6207.2372.6372.636.0336.6K2+0501.419.825.036.0207.26021.6207.2609.1609.136.0573.1K2+0751.428.925.036.0207.2

20、6021.6207.2850.0850.036.0814.0K2+1001.439.13218.3643.71931.0643.72069.22069.2250.51818.72967.9小 計(jì)路 基 土 石 方 數(shù) 量 計(jì) 算 表 S3 第 5 頁(yè) 共 28 頁(yè)樁 號(hào)橫 斷 面 積(m2)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(m3)及運(yùn)距(Km)棄方數(shù)量(m3)及運(yùn)距(Km)總 運(yùn) 量(m3Km)備 注總數(shù)量土石挖填本樁利用填 缺挖 余遠(yuǎn)運(yùn)利用縱向調(diào)配示意土石數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量土校正土方石土石土石土石土石土

21、石土石1234567891011121314151617181920212223242526272829303132333435K2+1001.439.125.036.0207.26021.6207.2949.8949.836.0913.8K2+1251.436.925.036.0207.26021.6207.2896.3896.336.0860.3K2+1501.434.825.036.0207.26021.6207.2844.0844.036.0808.0K2+1751.432.725.036.0207.26021.6207.2792.7792.736.0756.7K2+2001.430.

22、725.036.0207.26021.6207.2763.3763.336.0727.3K2+2251.430.425.036.0207.26021.6207.2734.6734.636.0698.6K2+2501.428.425.036.0207.26021.6207.2705.9705.936.0669.9K2+2751.428.125.036.0207.26021.6207.2698.1698.136.0662.1K2+3001.427.825.036.0207.26021.6207.2711.0711.036.0675.0K2+3251.429.125.036.0207.26021.6

23、207.2723.8723.836.0687.8K2+3501.428.825.036.0207.26021.6207.2736.8736.836.0700.8K2+3751.430.125.036.0207.26021.6207.2770.8770.836.0734.8K2+4001.431.525.036.0207.26021.6207.2784.0784.036.0748.0K2+4251.431.225.036.0207.26021.6207.2637.0637.036.0601.0K2+4501.419.825.036.0207.26021.6207.2370.4370.436.03

24、34.4K2+4751.49.925.036.0207.26021.6207.2194.1194.136.0158.1K2+5001.45.725.036.0207.26021.6207.2199.4199.436.0163.4K2+5251.410.325.036.0207.26021.6207.2393.0393.036.0357.0K2+5501.421.225.036.0207.26021.6207.2644.6644.636.0608.6K2+5751.430.425.036.0207.26021.6207.2821.0821.036.0785.0K2+6001.435.325.036.0207.26021.6207.2834.1834.136.0798.1K2+6251.431.5756.0151.2453.6151.214204.514204.5756.013448.5小 計(jì)路 基 土 石 方 數(shù) 量 計(jì) 算 表 S3 第 6 頁(yè) 共 28 頁(yè)樁 號(hào)橫 斷 面 積(m2)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(m3)及運(yùn)距(Km)棄方數(shù)量(m3)及運(yùn)距(Km)總 運(yùn) 量(m3Km)備 注總數(shù)量土石挖填本樁利用填 缺