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The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross section at station 3+00 has a cut area of 7 ft2 and a fill area of 8 ft². What is the volume (yd) of fill between these stations? Assume 10% swell. Round to the nearest hundredths.

The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross section at station 3+00 has a cut area of 7 ft2 and a fill area of 8 ft². What is the volume (yd) of fill between these stations? Assume 10% swell. Round to the nearest hundredths.

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.10P
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The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross section at station 3+00 has a cut area of 7 ft2 and a fill area of 8 ft². What is the volume (yd) of fill between these stations? Assume 10% swell. Round to the nearest hundredths.
Transcribed Image Text:The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross section at station 3+00 has a cut area of 7 ft2 and a fill area of 8 ft². What is the volume (yd) of fill between these stations? Assume 10% swell. Round to the nearest hundredths.
A +A 2+60 54 V=L- 3+00
Transcribed Image Text:A +A 2+60 54 V=L- 3+00
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The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2

The cross section at station 3+00 has a cut area of 7 ft2 and a fill area of 8 ft2

Assume 10% swell

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