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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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.

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 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
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
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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