lassify the given soil to be used as highway subgrade material using the AASHTO Method by sing the attached table for its classification.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter3: Weight–volume Relationships
Section: Chapter Questions
Problem 3.1P
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Classify the given soil to be used as highway subgrade material using the AASHTO Method by
using the attached table for its classification.
Sieve analysis % finer
No. 10 Sieve = 47%
%3D
No. 40 Sieve = 28%
No. 200 Sieve = 9%
Plasticity for the minus NO.40 fraction
LL = 0
PI = 2%
Transcribed Image Text:Classify the given soil to be used as highway subgrade material using the AASHTO Method by using the attached table for its classification. Sieve analysis % finer No. 10 Sieve = 47% %3D No. 40 Sieve = 28% No. 200 Sieve = 9% Plasticity for the minus NO.40 fraction LL = 0 PI = 2%
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