土方调配表

桩号FK0+145.095FK0+149.293FK0+150FK0+160FK0+170FK0+175.158FK0+180FK0+185FK0+195.859FK0+471.859FK0+480FK0+490FK0+500FK0+510FK0+520FK0+520.524FK0+530FK0+540FK0+560FK0+580FK0+600FK0+620FK0+640FK0+650FK0+660FK0+670FK0+680FK0+690FK0+698.576FK0+700FK0+720FK0+740FK0+759.006FK0+760FK0+770FK0+780断面积（㎡）挖87.0592.2392.98124.69141.7955.6361.5128.141.130.520.520.525.172.92.092.041.030.60.520.390.260.420.421.844.90.620.330.260.260.260.410.260.260.260.260.261.4366.92271.43234.43331.71498.54625.36654.7661.48775.35775.28895.04647.63543.12101.3910.681.791.018.2116.6725.5129.330.2163.21139.91246.7246.17204.87200.26填距离（m）4.1980.70710105.1584.842510.859设计图表工程量挖方（m3）37665108813325092842241594371桥台处FK0+333.859跨线桥8.141101010100.5249.47610202020202010101010108.5761.424202019.0060.994101010452840251158119778113428532077503332059283141515620640034568087753167031542711908644511216214461242112354293420313674245225520262358FK0+471.859-FK1+030段为填方区，填方量为134535m3。桥台处FK0+145.095-FK0+185段为挖方区，挖方量为4037m3。填方（m3）接潮莞高速备注第 1 页，共 2 页

F匝道路基土方工程量表

桩号FK0+790FK0+800FK0+810FK0+820FK0+830FK0+840FK0+850FK0+856.906FK0+860FK0+880FK0+900FK0+920FK0+940FK0+960FK0+975FK0+980FK0+983.619FK0+990FK1+000FK1+010FK1+015FK1+020FK1+026.88FK1+030FK1+039.659(接H匝道HK0+401.85)FK1+040FK1+040.249FK1+050FK1+060FK1+067.1954.1346.31120.93123.41221.39399482.64断面积（㎡）挖0.260.260.260.260.260.260.260.260.2613.690.450.482.140.780.710.70.44填271.29345.62326.32308.29300.88295271.22259.15223.6353.0460.9379.1151.4424.8433.0833.2148.2489.75127.2187.1469.3852.2811.95距离（m）101010101010106.9063.09420202020201553.6196.3811010556.883.129.6590.3410.2499.751107.195合计（m3）缺方（m3）6244293016813102317212964-121946134910接A匝道AK0+779.055、等于G匝道GK0+000FK1+030-FK1+067.195段为挖方区，挖方量为8264m3。设计图表工程量挖方（m3）3333333211401419262911421填方（m3）2358308533603173304629792831183174727671140140013067634341661474401085107239130422119FK0+471.859-FK1+030段为填方区，填方量为134535m3。备注 盖板涵：1-2.5*3m FK0+796。第 2 页，共 2 页