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Given the following sections 2+040 2+080 X 0 XR Xt 0 XR +1.5 +2.15 +1.65 -2.36 -1.44 -1.56 Base for cut = 12 m,
Given the following sections 2+040 2+080 X 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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Introductory Statistics
Authors: Prem S. Mann
8th Edition
9781118473986, 470904100, 1118473981, 978-0470904107
