Classify the given soil to be used as highway subgrade material by using the AASHTO method. Sieve Analysis (% Finer) No. 10 sieve = 100% No. 40 sieve = 72% No. 200 sieve = 39% Plasticity of fraction passing No. 40 sieve Liquid Limit = 44 Plasticity Index = 24
Classify the given soil to be used as highway subgrade material by using the AASHTO method. Sieve Analysis (% Finer) No. 10 sieve = 100% No. 40 sieve = 72% No. 200 sieve = 39% Plasticity of fraction passing No. 40 sieve Liquid Limit = 44 Plasticity Index = 24
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.2CTP: Refer to Problem 2.C.1. Results of the sieve analysis for Soils A, B, and C are given below. To...
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![Classify the given soil to be used as highway subgrade material by using the
AASHTO method.
Sieve Analysis (% Finer)
No. 10 sieve = 100%
No. 40 sieve = 72%
No. 200 sieve = 39%
Plasticity of fraction passing No. 40 sieve
Liquid Limit = 44
Plasticity Index = 24](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbed392f8-09cc-4c7c-aef2-3b2d1ea72d0e%2Fbfbb7bfd-a879-4686-842c-56f3855f6bc0%2Fisibke_processed.png&w=3840&q=75)
Transcribed Image Text:Classify the given soil to be used as highway subgrade material by using the
AASHTO method.
Sieve Analysis (% Finer)
No. 10 sieve = 100%
No. 40 sieve = 72%
No. 200 sieve = 39%
Plasticity of fraction passing No. 40 sieve
Liquid Limit = 44
Plasticity Index = 24
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