23) What is the maximum dry unit weight of compaction? a)115.25 Ibs/ft' b)117.90 Ibs/ft c)118.05 Ibs/ft d) 118.00lbs/ft 24) The corresponding Optimum moisture content is ? b) 11.95 % c) 12.50 % 25) Given G,=2.72 Determine the void ratio at its optimum moisture content ? b) 0.438 26) In relation to # 25 what is its equivalent degree of saturation? a) 12.59% d) 12.55 % a) 0.440 c) 0.483 d) 0.441 a) 77.626 % b) 77.635 % c) 78.905 % d) 77.265 %
23) What is the maximum dry unit weight of compaction? a)115.25 Ibs/ft' b)117.90 Ibs/ft c)118.05 Ibs/ft d) 118.00lbs/ft 24) The corresponding Optimum moisture content is ? b) 11.95 % c) 12.50 % 25) Given G,=2.72 Determine the void ratio at its optimum moisture content ? b) 0.438 26) In relation to # 25 what is its equivalent degree of saturation? a) 12.59% d) 12.55 % a) 0.440 c) 0.483 d) 0.441 a) 77.626 % b) 77.635 % c) 78.905 % d) 77.265 %
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question

Transcribed Image Text:Problem F: For Problems number 23 to 26. Given the results of a standard Proctor Test:
Weight of Moisture
wet soil in
Content
mold, (Ibs)
(%)
3.77
5.0
4.12
7.5
4.32
10.0
4.425
12.5
4.45
15.0
4.35
17.5
4.20
20.0
23) What is the maximum dry unit weight of compaction?
a)115.25 Ibs/ft
b)117.90 Ibs/ft
c)118.05 Ibs/ft
d) 118.00lbs/ft
24) The corresponding Optimum moisture content is ?
b) 11.95 %
c) 12.50 %
25) Given G,=2.72 Determine the void ratio at its optimum moisture content ?
b) 0.438
26) In relation to # 25 what is its equivalent degree of saturation?
a) 12.59%
d) 12.55 %
a) 0.440
c) 0.483
d) 0.441
a) 77.626 %
b) 77.635 %
c) 78.905 %
d) 77.265 %
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