The table below contains cross-section data. Compute the volumes of cut and fill in this transitional...
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The table below contains cross-section data. Compute the volumes of cut and fill in this transitional area from sta 30+000 to sta 30+040. The units are in meters. The road templet is w=21 m in cut and 18 m in fill with 2:1 side slopes. Fill up the table appropriately. Sketch on a separate sheet. Station Surface Grade Left elevation Elevation 30+000 30+009.75 152.87 149.56 154.565 19.10 27.20 30+028.45 158.20 30+040 TOTAL 155.073 0.00 9.00 30+021.50 155.69 155.686 C2.64 0.00 15.78 0 Center Right Area, m² Line Cut Fill f5.00 f3.60 0 16.20 156.048 C4.10 18.70 164.10 156.650 C4.15 18.80 f2.20 0 f2.28 13.56 f2.35 13.70 C2.15 0.00 0 10.50 C7.45 C3.84 0.00 18.18 Volume, m³ Cut Fill The table below contains cross-section data. Compute the volumes of cut and fill in this transitional area from sta 30+000 to sta 30+040. The units are in meters. The road templet is w=21 m in cut and 18 m in fill with 2:1 side slopes. Fill up the table appropriately. Sketch on a separate sheet. Station Surface Grade Left elevation Elevation 30+000 30+009.75 152.87 149.56 154.565 19.10 27.20 30+028.45 158.20 30+040 TOTAL 155.073 0.00 9.00 30+021.50 155.69 155.686 C2.64 0.00 15.78 0 Center Right Area, m² Line Cut Fill f5.00 f3.60 0 16.20 156.048 C4.10 18.70 164.10 156.650 C4.15 18.80 f2.20 0 f2.28 13.56 f2.35 13.70 C2.15 0.00 0 10.50 C7.45 C3.84 0.00 18.18 Volume, m³ Cut Fill
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