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Totale volume of excavation can be calculated below:
Bottom Width of Trench (ft) Depth of Trench (ft) Slope (0.75:1 - hard solid soil, 1:1 - soil likely to crack or crumble, 1.5:1 - soft sandy loose soil) Soil Swell (%)
Bottom Width of Trench (ft)
Depth of Trench (ft)
Slope (0.75:1 - hard solid soil, 1:1 - soil likely to crack or crumble, 1.5:1 - soft sandy loose soil)
Soil Swell (%)
Bottom Width of Trench (m) Depth of Trench (m) Slope (0.75:1- hard solid soil, 1:1 - soil likely to crack or crumble, 1.5:1 - soft sandy loose soil) Soil Swell (%)
Bottom Width of Trench (m)
Depth of Trench (m)
Slope (0.75:1- hard solid soil, 1:1 - soil likely to crack or crumble, 1.5:1 - soft sandy loose soil)
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