gm/cu.cm with an optimum water content of 12.5%. The ff are the results of a field density test using sand code equipment: Volume of soil excavated from the hole= 0.001337 cu.m. Weight of wet soil from the hole- 2220 grams Weight of soil after oven drying= 1890 grams a. Determine the field unit weight of the soil in gm/cu.cm. b. Find the water content of soil. c. What is the relative compaction?
gm/cu.cm with an optimum water content of 12.5%. The ff are the results of a field density test using sand code equipment: Volume of soil excavated from the hole= 0.001337 cu.m. Weight of wet soil from the hole- 2220 grams Weight of soil after oven drying= 1890 grams a. Determine the field unit weight of the soil in gm/cu.cm. b. Find the water content of soil. c. What is the relative compaction?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The laboratory compaction test of a certain
type of soil gives a max dry density of 1.486
gm/cu.cm with an optimum water content of
12.5%. The ff are the results of a field density
test using sand code equipment:
Volume of soil excavated from the hole=
0.001337 cu.m.
Weight of wet soil from the hole- 2220 grams
Weight of soil after oven drying= 1890 grams
a. Determine the field unit weight of the soil in
gm/cu.cm.
b. Find the water content of soil.
c. What is the relative compaction?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58e2340a-9872-40cb-87ef-8a6027a318fa%2Fc84e821c-e1f1-44b6-9e04-fd5526ecf21e%2Fu938mbq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The laboratory compaction test of a certain
type of soil gives a max dry density of 1.486
gm/cu.cm with an optimum water content of
12.5%. The ff are the results of a field density
test using sand code equipment:
Volume of soil excavated from the hole=
0.001337 cu.m.
Weight of wet soil from the hole- 2220 grams
Weight of soil after oven drying= 1890 grams
a. Determine the field unit weight of the soil in
gm/cu.cm.
b. Find the water content of soil.
c. What is the relative compaction?
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