IIMOISTUIC 6.4 The results of a standard Proctor test are given in the following table. a. Determine the maximum dry unit weight of compaction and the opti- mum moisture content. Given: Mold volume = 1/30 ft³. %3D 9546WN Chapter 6 Soil Compaction b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: G. = 2.69. %3D Weight of moist soil Moisture in the mold (lb) Trial no. content (%) 3.7 8.6 4.15 10.6m 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3
IIMOISTUIC 6.4 The results of a standard Proctor test are given in the following table. a. Determine the maximum dry unit weight of compaction and the opti- mum moisture content. Given: Mold volume = 1/30 ft³. %3D 9546WN Chapter 6 Soil Compaction b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: G. = 2.69. %3D Weight of moist soil Moisture in the mold (lb) Trial no. content (%) 3.7 8.6 4.15 10.6m 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
How do i solve problem 6.4 a & b
![IIMOISTUIC
6.4 The results of a standard Proctor test are given in the following table.
a. Determine the maximum dry unit weight of compaction and the opti-
mum moisture content. Given: Mold volume = 1/30 ft³.
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F711908d8-7456-4dad-baa5-347305ed075d%2F54a8d11d-8967-457c-afd8-df604aaaf64c%2Fqwff87q.jpeg&w=3840&q=75)
Transcribed Image Text:IIMOISTUIC
6.4 The results of a standard Proctor test are given in the following table.
a. Determine the maximum dry unit weight of compaction and the opti-
mum moisture content. Given: Mold volume = 1/30 ft³.
%3D
![9546WN
Chapter 6 Soil Compaction
b. Determine the void ratio and the degree of saturation at the optimum
moisture content. Given: G. = 2.69.
%3D
Weight of moist soil Moisture
in the mold (lb)
Trial no.
content (%)
3.7
8.6
4.15
10.6m
4.69
12.5
4.62
14.9
4.02
16.7
3.63
18.3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F711908d8-7456-4dad-baa5-347305ed075d%2F54a8d11d-8967-457c-afd8-df604aaaf64c%2Fk0xt4cf.jpeg&w=3840&q=75)
Transcribed Image Text:9546WN
Chapter 6 Soil Compaction
b. Determine the void ratio and the degree of saturation at the optimum
moisture content. Given: G. = 2.69.
%3D
Weight of moist soil Moisture
in the mold (lb)
Trial no.
content (%)
3.7
8.6
4.15
10.6m
4.69
12.5
4.62
14.9
4.02
16.7
3.63
18.3
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