lp me answer the problem question and write it on paper with a complete solution and box the final answer with their unit. Thank you again. Take note: I attach a photo of
lp me answer the problem question and write it on paper with a complete solution and box the final answer with their unit. Thank you again. Take note: I attach a photo of
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Help me answer the problem question and write it on paper with a complete solution and box the final answer with their unit. Thank you again.
Take note: I attach a photo of
AASHTO Classification System
just an additional guide only to classify soil sample A and B. Thank you.
![General
Granular materials
classification
(35% or less of total sample passing No. 200)
A-1
A-2
Group classification
A-1-a
A-1-b
A-3
A-2-4
A-2-5
А-2-6
A-2-7
Sieve analysis
(percentage passing)
No. 10
50 max.
51 min.
10 max.
No. 40
30 mах.
50 max.
No. 200
15 max.
25 max.
35 max.
35 max.
35 max.
35 max.
тах.
Characteristics of fraction
passing No. 40
Liquid limit
Plasticity index
Usual types of significant
40 max.
41 min.
40 max.
41 min.
Il min.
Silty or clayey gravel and sand
6 max.
NP
10 max.
10 max.
11 min.
Stone fragments,
gravel, and sand
Fine
constituent materials
sand
General subgrade rating
Excellent to good
Silt-clay materials
(more than 35% of total sample passing No. 200)
General classification
A-7
A-7-5.
Group classification
A-4
A-5
A-6
A-7-6
Sieve analysis (percentage passing)
No. 10
No. 40
lu 36 min.
No. 200
36 min.
36 min.
36 min.
Characteristics of fraction passing No. 40
Liquid limit
Plasticity index
40 max.
41 min.
40 max.
11 min.
Clayey soils
41 min.
10 max.
10 max.
11 min.
Usual types of significant constituent materials
General subgrade rating
Silty soils
Fair to poor](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8e7ceb31-b50e-4bf3-b863-9a7ca5be1b93%2F8fe83cc6-d6e7-4897-a259-7de347107080%2Fjdmkw18_processed.jpeg&w=3840&q=75)
Transcribed Image Text:General
Granular materials
classification
(35% or less of total sample passing No. 200)
A-1
A-2
Group classification
A-1-a
A-1-b
A-3
A-2-4
A-2-5
А-2-6
A-2-7
Sieve analysis
(percentage passing)
No. 10
50 max.
51 min.
10 max.
No. 40
30 mах.
50 max.
No. 200
15 max.
25 max.
35 max.
35 max.
35 max.
35 max.
тах.
Characteristics of fraction
passing No. 40
Liquid limit
Plasticity index
Usual types of significant
40 max.
41 min.
40 max.
41 min.
Il min.
Silty or clayey gravel and sand
6 max.
NP
10 max.
10 max.
11 min.
Stone fragments,
gravel, and sand
Fine
constituent materials
sand
General subgrade rating
Excellent to good
Silt-clay materials
(more than 35% of total sample passing No. 200)
General classification
A-7
A-7-5.
Group classification
A-4
A-5
A-6
A-7-6
Sieve analysis (percentage passing)
No. 10
No. 40
lu 36 min.
No. 200
36 min.
36 min.
36 min.
Characteristics of fraction passing No. 40
Liquid limit
Plasticity index
40 max.
41 min.
40 max.
11 min.
Clayey soils
41 min.
10 max.
10 max.
11 min.
Usual types of significant constituent materials
General subgrade rating
Silty soils
Fair to poor
![From the given data, shows a sieve analysis of soil samples A and B. Classify the soil according to
AASHTO Method.
Sieve No.
Diameter (mm)
Percent Passing (Percent Finer)
Soil Sample A
Soil Sample B
4
RIC
4.76
100
100
8
2.38
90
100
10
2.00
77
78
20
0.84
59
92
40
0.42
51
84
60
0.25
42
79
100
0.149
35
70
200
0.074
33
63
Characteristics of – 40 fraction
LL
46
47
PL
29
24](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8e7ceb31-b50e-4bf3-b863-9a7ca5be1b93%2F8fe83cc6-d6e7-4897-a259-7de347107080%2Fom47my_processed.jpeg&w=3840&q=75)
Transcribed Image Text:From the given data, shows a sieve analysis of soil samples A and B. Classify the soil according to
AASHTO Method.
Sieve No.
Diameter (mm)
Percent Passing (Percent Finer)
Soil Sample A
Soil Sample B
4
RIC
4.76
100
100
8
2.38
90
100
10
2.00
77
78
20
0.84
59
92
40
0.42
51
84
60
0.25
42
79
100
0.149
35
70
200
0.074
33
63
Characteristics of – 40 fraction
LL
46
47
PL
29
24
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