Classify the soil according to the USCS 1. Percent passing No. 4 Sieve = 70 Percent passing No. 200 Sieve = 30 Liquid Limit = 33 Plasticity Index = 12 2. Percent passing No. 10 Sieve = 100 Percent passing No. 40 Sieve = 80 Percent passing No. 200 Sieve = 58 Liquid Limit = 30 Plasticity Index = 10 %3D

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Classify the soil according to the USCS
1. Percent passing No. 4 Sieve = 70
Percent passing No. 200 Sieve = 30
Liquid Limit = 33
Plasticity Index = 12
2. Percent passing No. 10 Sieve = 100
Percent passing No. 40 Sieve = 80
Percent passing No. 200 Sieve = 58
Liquid Limit = 30
Plasticity Index = 10
Classify the soil according to AASHTO
Description
SOIL A
SOIL B
SOIL C
Percent finer than No. 10 Sieve
100
95
88
Percent finer than No. 40 Sieve
80
75
Percent finer than No. 200 Sieve
58
34
Liquid Limit
30
60
39
Plasticity Index
10
40
12
Transcribed Image Text:Classify the soil according to the USCS 1. Percent passing No. 4 Sieve = 70 Percent passing No. 200 Sieve = 30 Liquid Limit = 33 Plasticity Index = 12 2. Percent passing No. 10 Sieve = 100 Percent passing No. 40 Sieve = 80 Percent passing No. 200 Sieve = 58 Liquid Limit = 30 Plasticity Index = 10 Classify the soil according to AASHTO Description SOIL A SOIL B SOIL C Percent finer than No. 10 Sieve 100 95 88 Percent finer than No. 40 Sieve 80 75 Percent finer than No. 200 Sieve 58 34 Liquid Limit 30 60 39 Plasticity Index 10 40 12
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