- Given the following sections 2+040 2+080 XR 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? 2. Find the volume of fill by end area method. 3. Compute the volume of excavation by end area.
- Given the following sections 2+040 2+080 XR 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? 2. Find the volume of fill by end area method. 3. Compute the volume of excavation by end area.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Draw the figure.
![- Given the following sections
-
2+040
2+080
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?
2. Find the volume of fill by end area method.
3. Compute the volume of excavation by end area.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7eb3ca08-8109-4d44-911f-875649830947%2Fcaada3b5-aa81-451b-8373-bfbbce57f9b5%2Fryx3ak_processed.png&w=3840&q=75)
Transcribed Image Text:- Given the following sections
-
2+040
2+080
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?
2. Find the volume of fill by end area method.
3. Compute the volume of excavation by end area.
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