Given the following sections 2+040 2+080 X 0 XR Xt 0 XR +1.5 +2.15 +1.65 -2.36...
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Given the following sections 2+040 2+080 X₁ 0 XR Xt 0 XR +1.5 +2.15 +1.65 -2.36 -1.44 -1.56 Base for cut = 12 m, Sideslope for cut = 1.5:1 Base for fill = 12 m, Sideslope for fill = 2:1 Required: 1. What is the stationing of the end of excavation? Find the volume of fill by end area method. 2. 3. Compute the volume of excavation by end area. Given the following sections 2+040 2+080 X₁ 0 XR Xt 0 XR +1.5 +2.15 +1.65 -2.36 -1.44 -1.56 Base for cut = 12 m, Sideslope for cut = 1.5:1 Base for fill = 12 m, Sideslope for fill = 2:1 Required: 1. What is the stationing of the end of excavation? Find the volume of fill by end area method. 2. 3. Compute the volume of excavation by end area.
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