3. Determine the classification of soil being used as a highway subgrade using AASHTO Classification System with the following data below. Sieve Analysis: Percent Finer No. 10 = 88% No. 40 = 75% No. 200 = 34% %3D Plasticity for the minus No. 40 Fraction Liquid Limit = 39% Plasticity Index = 12% %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. Determine the classification of soil being used as a highway subgrade
using AASHTO Classification System with the following data below.
Sieve Analysis: Percent Finer
No. 10 = 88%
No. 40 = 75%
No. 200 = 34%
Plasticity for the minus No. 40 Fraction
Liquid Limit = 39%
Plasticity Index = 12%
Transcribed Image Text:3. Determine the classification of soil being used as a highway subgrade using AASHTO Classification System with the following data below. Sieve Analysis: Percent Finer No. 10 = 88% No. 40 = 75% No. 200 = 34% Plasticity for the minus No. 40 Fraction Liquid Limit = 39% Plasticity Index = 12%
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