路基土石方数量计算表(I)

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1、路基土石方数量计算表SⅢ—3晋焦高速公路焦作段第1页共6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(m3·Km)备注总数量土石挖填ⅠⅡⅢⅣⅤⅥ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+00011.31.320.032

2、5.62065.160195.32065.119.019.019.0306.6K0+02021.20.620.0371.02074.260222.62074.26.06.06.0365.0K0+04015.920.0328.22065.660196.92065.6328.2K0+06016.920.0301.72060.360181.02060.3301.7K0+08013.220.0228.12045.660136.82045.6228.1K0+1009.620.0182.42036.560109.42036.50.10.1

3、0.1182.3K0+1208.70.020.0473.32094.760284.02094.70.10.10.1473.2K0+14038.720.0758.820151.860455.320151.8758.8K0+16037.220.0996.820199.460598.120199.4996.8K0+18062.520.01162.320232.560697.420232.51162.3K0+20053.820.01165.420233.160699.320233.11165.4K0+22062.820.0846.32

4、0169.360507.820169.3846.3K0+24021.920.0399.42079.960239.72079.9399.4K0+26018.120.0365.52073.160219.32073.1365.5K0+28018.520.0691.720138.360415.020138.3691.7K0+30050.720.02345.120469.0601407.020469.02345.1K0+320183.820.03211.820642.4601927.120642.43211.8K0+340137.420

5、.01772.220354.4601063.320354.41772.2K0+36039.820.0743.620148.760446.120148.7743.6K0+38034.520.0651.720130.360391.020130.3651.7K0+40030.618.6582.520116.560349.520116.5582.5K0+418.56632.117903.23580.610741.93580.625.225.225.217878.0小计路基土石方数量计算表SⅢ—3晋焦高速公路焦作段第2页共6页桩号横断面

6、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(m3·Km)备注总数量土石挖填ⅠⅡⅢⅣⅤⅥ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+418.56632.11.447.5209.56028.5209.547.5K0+42034.120

7、.0960.320192.160576.220192.1960.3K0+44061.920.02504.720500.9601502.820500.92504.7K0+460188.520.03203.320640.7601922.020640.73203.3K0+480131.820.01833.620366.7601100.120366.71833.6K0+50051.620.0980.320196.160588.220196.1980.3K0+52046.58.6388.72077.760233.22077.7388.7

8、K0+528.56644.311.4493.42098.760296.12098.7493.4K0+54042.020.0885.020177.060531.020177.0885.0K0+56046.520.01035.920207.260621.620207.21035.